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 using credential 3c85c82b-fb35-4fea-b703-0aa4f155f9c7 > 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 2.39.3 (Apple Git-146)' 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 e67508fdc476cf8b34831eda8d7304df11cd19fc (refs/remotes/origin/main) > git config core.sparsecheckout # timeout=10 > git checkout -f e67508fdc476cf8b34831eda8d7304df11cd19fc # timeout=10 Commit message: "NEW: added file to interpolate undercutting forcings from ISMIP6 data files" > git rev-list --no-walk 04c2e181669ee4a48b597dfe4626280431e88338 # timeout=10 [macOS-Silicon-Examples] $ /bin/bash /var/folders/mx/mr9ch0gx2qq_tty2dtgrjcn40000gp/T/jenkins8422065061483245645.sh Cleaning up execution directory ====================================================== Determining installation type ====================================================== List of changed files --------------------- src/m/parameterization/interpISMIP6GreenlandOcn.m -- checking for changed externalpackages... no -- checking for reconfiguration... no -- checking for recompilation... no ====================================================== Skipping autotools ====================================================== ====================================================== Skipping cmake ====================================================== ====================================================== Skipping petsc ====================================================== ====================================================== Skipping gsl ====================================================== ====================================================== 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 ====================================================== Skipping ISSM compilation 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: iteration 1/500 time [yr]: 1.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 2/500 time [yr]: 2.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 3/500 time [yr]: 3.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 4/500 time [yr]: 4.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 5/500 time [yr]: 5.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 6/500 time [yr]: 6.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 7/500 time [yr]: 7.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 8/500 time [yr]: 8.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 9/500 time [yr]: 9.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 10/500 time [yr]: 10.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 11/500 time [yr]: 11.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 12/500 time [yr]: 12.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 13/500 time [yr]: 13.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 14/500 time [yr]: 14.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 15/500 time [yr]: 15.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 16/500 time [yr]: 16.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 17/500 time [yr]: 17.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 18/500 time [yr]: 18.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 19/500 time [yr]: 19.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 20/500 time [yr]: 20.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 21/500 time [yr]: 21.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 22/500 time [yr]: 22.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 23/500 time [yr]: 23.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 24/500 time [yr]: 24.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 25/500 time [yr]: 25.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 26/500 time [yr]: 26.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 27/500 time [yr]: 27.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 28/500 time [yr]: 28.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 29/500 time [yr]: 29.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 30/500 time [yr]: 30.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 31/500 time [yr]: 31.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 32/500 time [yr]: 32.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 33/500 time [yr]: 33.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 34/500 time [yr]: 34.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 35/500 time [yr]: 35.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 36/500 time [yr]: 36.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 37/500 time [yr]: 37.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 38/500 time [yr]: 38.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 39/500 time [yr]: 39.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 40/500 time [yr]: 40.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 41/500 time [yr]: 41.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 42/500 time [yr]: 42.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 43/500 time [yr]: 43.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 44/500 time [yr]: 44.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 45/500 time [yr]: 45.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 46/500 time [yr]: 46.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 47/500 time [yr]: 47.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 48/500 time [yr]: 48.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 49/500 time [yr]: 49.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 50/500 time [yr]: 50.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 51/500 time [yr]: 51.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 52/500 time [yr]: 52.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 53/500 time [yr]: 53.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 54/500 time [yr]: 54.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 55/500 time [yr]: 55.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 56/500 time [yr]: 56.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 57/500 time [yr]: 57.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 58/500 time [yr]: 58.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 59/500 time [yr]: 59.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 60/500 time [yr]: 60.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 61/500 time [yr]: 61.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 62/500 time [yr]: 62.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 63/500 time [yr]: 63.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 64/500 time [yr]: 64.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 65/500 time [yr]: 65.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 66/500 time [yr]: 66.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 67/500 time [yr]: 67.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 68/500 time [yr]: 68.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 69/500 time [yr]: 69.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 70/500 time [yr]: 70.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 71/500 time [yr]: 71.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 72/500 time [yr]: 72.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 73/500 time [yr]: 73.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 74/500 time [yr]: 74.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 75/500 time [yr]: 75.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 76/500 time [yr]: 76.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 77/500 time [yr]: 77.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 78/500 time [yr]: 78.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 79/500 time [yr]: 79.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 80/500 time [yr]: 80.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 81/500 time [yr]: 81.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 82/500 time [yr]: 82.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 83/500 time [yr]: 83.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 84/500 time [yr]: 84.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 85/500 time [yr]: 85.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 86/500 time [yr]: 86.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 87/500 time [yr]: 87.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 88/500 time [yr]: 88.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 89/500 time [yr]: 89.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 90/500 time [yr]: 90.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 91/500 time [yr]: 91.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 92/500 time [yr]: 92.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 93/500 time [yr]: 93.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 94/500 time [yr]: 94.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 95/500 time [yr]: 95.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 96/500 time [yr]: 96.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 97/500 time [yr]: 97.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 98/500 time [yr]: 98.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 99/500 time [yr]: 99.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 100/500 time [yr]: 100.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 101/500 time [yr]: 101.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 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computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 106/500 time [yr]: 106.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 107/500 time [yr]: 107.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 108/500 time [yr]: 108.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 109/500 time [yr]: 109.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 110/500 time [yr]: 110.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 111/500 time [yr]: 111.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 112/500 time [yr]: 112.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 113/500 time [yr]: 113.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 114/500 time [yr]: 114.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 115/500 time [yr]: 115.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 116/500 time [yr]: 116.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 117/500 time [yr]: 117.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 118/500 time [yr]: 118.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 119/500 time [yr]: 119.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 120/500 time [yr]: 120.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 121/500 time [yr]: 121.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 122/500 time [yr]: 122.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating 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computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 127/500 time [yr]: 127.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 128/500 time [yr]: 128.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 129/500 time [yr]: 129.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position 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mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 144/500 time [yr]: 144.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 145/500 time [yr]: 145.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 146/500 time [yr]: 146.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 268/500 time [yr]: 268.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 269/500 time [yr]: 269.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 270/500 time [yr]: 270.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh 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line position updating vertices positions refining mesh call adjust base and thickness module iteration 285/500 time [yr]: 285.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 286/500 time [yr]: 286.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 287/500 time [yr]: 287.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 288/500 time [yr]: 288.00 (time 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computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 292/500 time [yr]: 292.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 293/500 time [yr]: 293.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 294/500 time [yr]: 294.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 299/500 time [yr]: 299.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 300/500 time [yr]: 300.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 301/500 time [yr]: 301.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh 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basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 306/500 time [yr]: 306.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 307/500 time [yr]: 307.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 308/500 time [yr]: 308.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 313/500 time [yr]: 313.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 314/500 time [yr]: 314.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 315/500 time [yr]: 315.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 316/500 time [yr]: 316.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 317/500 time [yr]: 317.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 318/500 time [yr]: 318.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 319/500 time [yr]: 319.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 320/500 time [yr]: 320.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 321/500 time [yr]: 321.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 322/500 time [yr]: 322.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 323/500 time [yr]: 323.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 324/500 time [yr]: 324.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 325/500 time [yr]: 325.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 330/500 time [yr]: 330.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 331/500 time [yr]: 331.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 332/500 time [yr]: 332.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 333/500 time [yr]: 333.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 334/500 time [yr]: 334.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 335/500 time [yr]: 335.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 336/500 time [yr]: 336.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 337/500 time [yr]: 337.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 338/500 time [yr]: 338.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 339/500 time [yr]: 339.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 344/500 time [yr]: 344.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 345/500 time [yr]: 345.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 346/500 time [yr]: 346.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding 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step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 351/500 time [yr]: 351.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 352/500 time [yr]: 352.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 353/500 time [yr]: 353.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 354/500 time [yr]: 354.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 355/500 time [yr]: 355.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 356/500 time [yr]: 356.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module 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transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 361/500 time [yr]: 361.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 362/500 time [yr]: 362.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 363/500 time [yr]: 363.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 364/500 time [yr]: 364.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 365/500 time [yr]: 365.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 366/500 time [yr]: 366.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 367/500 time [yr]: 367.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 368/500 time [yr]: 368.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 369/500 time [yr]: 369.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 370/500 time [yr]: 370.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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time [yr]: 381.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 382/500 time [yr]: 382.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 383/500 time [yr]: 383.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 384/500 time [yr]: 384.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 385/500 time [yr]: 385.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 386/500 time [yr]: 386.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 387/500 time [yr]: 387.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module 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balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 392/500 time [yr]: 392.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 393/500 time [yr]: 393.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 394/500 time [yr]: 394.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh 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computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 406/500 time [yr]: 406.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 407/500 time [yr]: 407.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 408/500 time [yr]: 408.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 409/500 time [yr]: 409.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 410/500 time [yr]: 410.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 411/500 time [yr]: 411.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 412/500 time [yr]: 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computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 416/500 time [yr]: 416.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 417/500 time [yr]: 417.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 418/500 time [yr]: 418.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 419/500 time [yr]: 419.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 420/500 time [yr]: 420.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 421/500 time [yr]: 421.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 422/500 time [yr]: 422.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 423/500 time [yr]: 423.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 424/500 time [yr]: 424.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 425/500 time [yr]: 425.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 426/500 time [yr]: 426.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 427/500 time [yr]: 427.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 428/500 time [yr]: 428.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 429/500 time [yr]: 429.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 430/500 time [yr]: 430.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 431/500 time [yr]: 431.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 432/500 time [yr]: 432.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 437/500 time [yr]: 437.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 438/500 time [yr]: 438.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 439/500 time [yr]: 439.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 454/500 time [yr]: 454.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 455/500 time [yr]: 455.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 456/500 time [yr]: 456.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 461/500 time [yr]: 461.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 462/500 time [yr]: 462.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 463/500 time [yr]: 463.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 468/500 time [yr]: 468.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 469/500 time [yr]: 469.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 470/500 time [yr]: 470.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 471/500 time [yr]: 471.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 472/500 time [yr]: 472.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 473/500 time [yr]: 473.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 474/500 time [yr]: 474.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 475/500 time [yr]: 475.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 476/500 time [yr]: 476.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 477/500 time [yr]: 477.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing 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iteration 481/500 time [yr]: 481.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 482/500 time [yr]: 482.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 483/500 time [yr]: 483.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 484/500 time [yr]: 484.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 485/500 time [yr]: 485.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 486/500 time [yr]: 486.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 487/500 time [yr]: 487.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 488/500 time [yr]: 488.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 489/500 time [yr]: 489.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 490/500 time [yr]: 490.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 491/500 time [yr]: 491.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 492/500 time [yr]: 492.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 493/500 time [yr]: 493.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 494/500 time [yr]: 494.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 495/500 time [yr]: 495.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 496/500 time [yr]: 496.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 497/500 time [yr]: 497.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 498/500 time [yr]: 498.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 499/500 time [yr]: 499.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 500/500 time [yr]: 500.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results write lock file: FemModel initialization elapsed time: 0.031267 Total Core solution elapsed time: 96.8205 Linear solver elapsed time: 45.4857 (47%) Total elapsed time: 0 hrs 1 min 36 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 4.12.2-git-ab5eb81, 1 node, max. 1 thread] Info : Started on Fri Sep 6 07:49:01 2024 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 : [ 50%] 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 0.00102046s, CPU 0.000599s) 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 : [ 50%] 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 8.95188s, CPU 8.90896s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Fri Sep 6 07:49:10 2024 (From start: Wall 8.97767s, CPU 8.93088s) gmtmask: num vertices 7664 gmtmask: done 2024-09-06 07:49:11.851 MATLAB[60644:31033284] XType: Using static font registry. Step 2: Define loads in meters of ice height equivalent 1 of 1 months done! Step 3: Parameterization Step 4: Solve Esa solver checking model consistency marshalling file EsaGRACE.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: 0.070867 Total Core solution elapsed time: 2.71218 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 2 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 2024-09-06 07:49:27.496 MATLAB[61313:31034457] XType: Using static font registry. 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 Step 5: Solve Esa solver checking model consistency marshalling file EsaWahr.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: 0.055275 Total Core solution elapsed time: 0.396975 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 2024-09-06 07:49:40.327 MATLAB[61568:31035153] XType: Using static font registry. 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 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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 | 947.2237 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: 0.04142 Total Core solution elapsed time: 18.7236 Linear solver elapsed time: 12.7443 (68%) Total elapsed time: 0 hrs 0 min 18 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49652e-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)=2.41911e-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)=2.61131e-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)=2.53581e-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 call computational core 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)=1.85071e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.46043e-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)=2.42445e-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 call computational core 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)=1.84098e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58486e-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 call computational core 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)=1.83246e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.54801e-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)=2.53151e-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 call computational core 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)=1.71738e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.54389e-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 call computational core 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)=1.72419e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43154e-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)=2.63484e-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 call computational core 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)=1.6408e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77831e-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 call computational core 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)=1.85299e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59965e-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 call computational core 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)=1.89415e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.42297e-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 call computational core 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)=1.77941e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.67718e-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 call computational core 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)=1.85544e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58184e-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 call computational core 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)=1.90815e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49131e-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 call computational core 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)=1.73683e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58362e-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 call computational core 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)=1.93856e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51052e-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 call computational core 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)=1.50495e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.40357e-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 call computational core 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)=1.67711e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43639e-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 call computational core 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)=1.80081e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50628e-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 call computational core 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)=1.73302e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64731e-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 call computational core 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)=1.77239e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.39321e-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 call computational core 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)=1.60314e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69335e-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 call computational core 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)=1.87681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58162e-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 call computational core 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)=1.63183e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58032e-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 call computational core 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)=1.67798e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55413e-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 call computational core 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)=1.8272e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4861e-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 call computational core 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)=1.78492e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51321e-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 call computational core 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)=1.79531e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52217e-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 call computational core 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)=1.72794e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4191e-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 call computational core 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)=1.7788e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.33954e-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 call computational core 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)=1.76826e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43631e-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 call computational core 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)=1.67118e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59876e-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 call computational core 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)=1.72546e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48465e-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 call computational core 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)=1.68426e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43843e-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 call computational core 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)=1.68298e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61217e-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 call computational core 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)=1.54426e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.39881e-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 call computational core 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)=1.89379e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4351e-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 call computational core 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)=1.52689e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.45083e-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 call computational core 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)=1.85347e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5982e-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 call computational core 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)=1.73261e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.47942e-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 call computational core 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)=1.65608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.38026e-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 call computational core 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)=1.78156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51688e-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 call computational core 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)=1.74186e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65103e-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 call computational core 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)=1.69568e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.44079e-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 call computational core 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)=1.52314e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50458e-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 call computational core 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)=1.76973e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60948e-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 call computational core 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)=1.85825e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60301e-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 call computational core 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)=1.77361e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59642e-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 call computational core 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)=1.80471e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60316e-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 call computational core 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)=1.72767e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51026e-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 call computational core 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)=1.94657e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43203e-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 call computational core 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)=1.6315e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51807e-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 call computational core 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)=1.69963e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51448e-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 call computational core 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)=1.68319e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.544e-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 call computational core 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)=2.02428e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63607e-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 call computational core 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)=1.7938e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.32419e-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 call computational core 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)=1.49127e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55129e-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 call computational core 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)=1.69936e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5831e-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 call computational core 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)=1.90609e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48249e-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 call computational core 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)=1.7702e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43722e-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 call computational core 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)=1.75672e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51907e-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 call computational core 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)=1.7416e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70083e-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 call computational core 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)=1.73918e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.46122e-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 call computational core 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)=1.95378e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50036e-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 call computational core 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)=1.5942e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.41914e-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 call computational core 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)=1.75628e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.38971e-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 call computational core 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)=1.57915e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55331e-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 call computational core 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)=1.65335e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.726e-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 call computational core 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)=1.56988e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.7142e-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 call computational core 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)=1.64082e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.44773e-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 call computational core 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)=1.75771e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50909e-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 call computational core 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)=1.60575e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58389e-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 call computational core 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)=1.75637e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.67005e-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 call computational core 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)=1.878e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68395e-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 call computational core 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)=1.62256e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63294e-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 call computational core 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)=2.06036e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58995e-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 call computational core 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)=1.60989e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76668e-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 call computational core 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)=1.9188e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51674e-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 call computational core 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)=1.79209e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52848e-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 call computational core 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)=1.82473e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60445e-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 call computational core 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)=1.69938e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.53768e-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 call computational core 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)=1.72052e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50115e-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 call computational core 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)=1.69282e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60271e-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 call computational core 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)=1.97545e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.41663e-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 call computational core 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)=1.8384e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52465e-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 call computational core 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)=1.71532e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50485e-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 call computational core 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)=1.67874e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.42304e-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 call computational core 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)=1.67616e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61214e-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 call computational core 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)=1.65761e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56215e-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 call computational core 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)=1.8844e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51306e-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 call computational core 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)=1.72274e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58175e-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 call computational core 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)=1.84382e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.31369e-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 call computational core 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)=1.50672e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48487e-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 call computational core 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)=1.70409e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60709e-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 call computational core 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)=1.67652e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.45758e-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 call computational core 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)=1.80356e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.455e-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 call computational core 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)=1.62554e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4757e-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 call computational core 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)=1.62646e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56151e-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 call computational core 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)=1.51362e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61764e-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 call computational core 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)=1.98968e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49587e-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 call computational core 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)=1.73257e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.47463e-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 call computational core 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)=1.87722e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.32661e-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 call computational core 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)=1.67948e-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: 0.030794 Total Core solution elapsed time: 14.427 Linear solver elapsed time: 9.87352 (68%) Total elapsed time: 0 hrs 0 min 14 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/1000 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/1000 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 3/1000 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 4/1000 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 5/1000 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/1000 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 7/1000 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 8/1000 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 9/1000 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 10/1000 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/1000 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 12/1000 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 13/1000 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 14/1000 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 15/1000 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/1000 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 17/1000 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 18/1000 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 19/1000 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 20/1000 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/1000 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 22/1000 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 23/1000 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 24/1000 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 25/1000 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/1000 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 27/1000 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 28/1000 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 29/1000 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 30/1000 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/1000 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 32/1000 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 33/1000 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 34/1000 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 35/1000 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/1000 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 37/1000 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 38/1000 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 39/1000 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 40/1000 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/1000 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 42/1000 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 43/1000 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 44/1000 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 45/1000 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/1000 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 47/1000 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 48/1000 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 49/1000 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 50/1000 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/1000 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 52/1000 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 53/1000 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 54/1000 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 55/1000 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/1000 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 57/1000 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 58/1000 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 59/1000 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 60/1000 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/1000 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 62/1000 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 63/1000 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 64/1000 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 65/1000 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/1000 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 67/1000 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 68/1000 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 69/1000 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 70/1000 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/1000 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 72/1000 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 73/1000 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 74/1000 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 75/1000 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/1000 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 77/1000 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 78/1000 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 79/1000 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 80/1000 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/1000 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 82/1000 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 83/1000 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 84/1000 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 85/1000 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/1000 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 87/1000 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 88/1000 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 89/1000 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 90/1000 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/1000 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 92/1000 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 93/1000 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 94/1000 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 95/1000 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/1000 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 97/1000 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 98/1000 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 99/1000 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 100/1000 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 101/1000 time [yr]: 20.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 102/1000 time [yr]: 20.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 103/1000 time [yr]: 20.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 104/1000 time [yr]: 20.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 105/1000 time [yr]: 21.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 106/1000 time [yr]: 21.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 107/1000 time [yr]: 21.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 108/1000 time [yr]: 21.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 109/1000 time [yr]: 21.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 110/1000 time [yr]: 22.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 111/1000 time [yr]: 22.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 112/1000 time [yr]: 22.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 113/1000 time [yr]: 22.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 114/1000 time [yr]: 22.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 115/1000 time [yr]: 23.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 116/1000 time [yr]: 23.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 117/1000 time [yr]: 23.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 118/1000 time [yr]: 23.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 119/1000 time [yr]: 23.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 120/1000 time [yr]: 24.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 121/1000 time [yr]: 24.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 122/1000 time [yr]: 24.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 123/1000 time [yr]: 24.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 124/1000 time [yr]: 24.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 125/1000 time [yr]: 25.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 126/1000 time [yr]: 25.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 127/1000 time [yr]: 25.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 128/1000 time [yr]: 25.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 129/1000 time [yr]: 25.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 130/1000 time [yr]: 26.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 131/1000 time [yr]: 26.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 132/1000 time [yr]: 26.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 133/1000 time [yr]: 26.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 134/1000 time [yr]: 26.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 135/1000 time [yr]: 27.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 136/1000 time [yr]: 27.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 137/1000 time [yr]: 27.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 138/1000 time [yr]: 27.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 139/1000 time [yr]: 27.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 140/1000 time [yr]: 28.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 141/1000 time [yr]: 28.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 142/1000 time [yr]: 28.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 143/1000 time [yr]: 28.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 144/1000 time [yr]: 28.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 145/1000 time [yr]: 29.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 146/1000 time [yr]: 29.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 147/1000 time [yr]: 29.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 148/1000 time [yr]: 29.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 149/1000 time [yr]: 29.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 150/1000 time [yr]: 30.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 151/1000 time [yr]: 30.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 152/1000 time [yr]: 30.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 153/1000 time [yr]: 30.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 154/1000 time [yr]: 30.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 155/1000 time [yr]: 31.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 156/1000 time [yr]: 31.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 157/1000 time [yr]: 31.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 158/1000 time [yr]: 31.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 159/1000 time [yr]: 31.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 160/1000 time [yr]: 32.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 161/1000 time [yr]: 32.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 162/1000 time [yr]: 32.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 163/1000 time [yr]: 32.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 164/1000 time [yr]: 32.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 165/1000 time [yr]: 33.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 166/1000 time [yr]: 33.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 167/1000 time [yr]: 33.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 168/1000 time [yr]: 33.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 169/1000 time [yr]: 33.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 170/1000 time [yr]: 34.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 171/1000 time [yr]: 34.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 172/1000 time [yr]: 34.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 173/1000 time [yr]: 34.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 174/1000 time [yr]: 34.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 175/1000 time [yr]: 35.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 176/1000 time [yr]: 35.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 177/1000 time [yr]: 35.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 178/1000 time [yr]: 35.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 179/1000 time [yr]: 35.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 180/1000 time [yr]: 36.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 181/1000 time [yr]: 36.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 182/1000 time [yr]: 36.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 183/1000 time [yr]: 36.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 184/1000 time [yr]: 36.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 185/1000 time [yr]: 37.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 186/1000 time [yr]: 37.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 187/1000 time [yr]: 37.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 188/1000 time [yr]: 37.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 189/1000 time [yr]: 37.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 190/1000 time [yr]: 38.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 191/1000 time [yr]: 38.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 192/1000 time [yr]: 38.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 193/1000 time [yr]: 38.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 194/1000 time [yr]: 38.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 195/1000 time [yr]: 39.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 196/1000 time [yr]: 39.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 197/1000 time [yr]: 39.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 198/1000 time [yr]: 39.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 199/1000 time [yr]: 39.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 200/1000 time [yr]: 40.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 201/1000 time [yr]: 40.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 202/1000 time [yr]: 40.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 203/1000 time [yr]: 40.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 204/1000 time [yr]: 40.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 205/1000 time [yr]: 41.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 206/1000 time [yr]: 41.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 207/1000 time [yr]: 41.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 208/1000 time [yr]: 41.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 209/1000 time [yr]: 41.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 210/1000 time [yr]: 42.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 211/1000 time [yr]: 42.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 212/1000 time [yr]: 42.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 213/1000 time [yr]: 42.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 214/1000 time [yr]: 42.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 215/1000 time [yr]: 43.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 216/1000 time [yr]: 43.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 217/1000 time [yr]: 43.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 218/1000 time [yr]: 43.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 219/1000 time [yr]: 43.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 220/1000 time [yr]: 44.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 221/1000 time [yr]: 44.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 222/1000 time [yr]: 44.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 223/1000 time [yr]: 44.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 224/1000 time [yr]: 44.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 225/1000 time [yr]: 45.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 226/1000 time [yr]: 45.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 227/1000 time [yr]: 45.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 228/1000 time [yr]: 45.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 229/1000 time [yr]: 45.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 230/1000 time [yr]: 46.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 231/1000 time [yr]: 46.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 232/1000 time [yr]: 46.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 233/1000 time [yr]: 46.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 234/1000 time [yr]: 46.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 235/1000 time [yr]: 47.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 236/1000 time [yr]: 47.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 237/1000 time [yr]: 47.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 238/1000 time [yr]: 47.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 239/1000 time [yr]: 47.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 240/1000 time [yr]: 48.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 241/1000 time [yr]: 48.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 242/1000 time [yr]: 48.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 243/1000 time [yr]: 48.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 244/1000 time [yr]: 48.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 245/1000 time [yr]: 49.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 246/1000 time [yr]: 49.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 247/1000 time [yr]: 49.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 248/1000 time [yr]: 49.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 249/1000 time [yr]: 49.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 250/1000 time [yr]: 50.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 251/1000 time [yr]: 50.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 252/1000 time [yr]: 50.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 253/1000 time [yr]: 50.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 254/1000 time [yr]: 50.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 255/1000 time [yr]: 51.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 256/1000 time [yr]: 51.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 257/1000 time [yr]: 51.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 258/1000 time [yr]: 51.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 259/1000 time [yr]: 51.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 260/1000 time [yr]: 52.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 261/1000 time [yr]: 52.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 262/1000 time [yr]: 52.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 263/1000 time [yr]: 52.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 264/1000 time [yr]: 52.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 265/1000 time [yr]: 53.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 266/1000 time [yr]: 53.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 267/1000 time [yr]: 53.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 268/1000 time [yr]: 53.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 269/1000 time [yr]: 53.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 270/1000 time [yr]: 54.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 271/1000 time [yr]: 54.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 272/1000 time [yr]: 54.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 273/1000 time [yr]: 54.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 274/1000 time [yr]: 54.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 275/1000 time [yr]: 55.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 276/1000 time [yr]: 55.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 277/1000 time [yr]: 55.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 278/1000 time [yr]: 55.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 279/1000 time [yr]: 55.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 280/1000 time [yr]: 56.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 281/1000 time [yr]: 56.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 282/1000 time [yr]: 56.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 283/1000 time [yr]: 56.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 284/1000 time [yr]: 56.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 285/1000 time [yr]: 57.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 286/1000 time [yr]: 57.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 287/1000 time [yr]: 57.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 288/1000 time [yr]: 57.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 289/1000 time [yr]: 57.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 290/1000 time [yr]: 58.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 291/1000 time [yr]: 58.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 292/1000 time [yr]: 58.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 293/1000 time [yr]: 58.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 294/1000 time [yr]: 58.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 295/1000 time [yr]: 59.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 296/1000 time [yr]: 59.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 297/1000 time [yr]: 59.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 298/1000 time [yr]: 59.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 299/1000 time [yr]: 59.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 300/1000 time [yr]: 60.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 301/1000 time [yr]: 60.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 302/1000 time [yr]: 60.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 303/1000 time [yr]: 60.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 304/1000 time [yr]: 60.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 305/1000 time [yr]: 61.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 306/1000 time [yr]: 61.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 307/1000 time [yr]: 61.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 308/1000 time [yr]: 61.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 309/1000 time [yr]: 61.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 310/1000 time [yr]: 62.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 311/1000 time [yr]: 62.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 312/1000 time [yr]: 62.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 313/1000 time [yr]: 62.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 314/1000 time [yr]: 62.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 315/1000 time [yr]: 63.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 316/1000 time [yr]: 63.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 317/1000 time [yr]: 63.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 318/1000 time [yr]: 63.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 319/1000 time [yr]: 63.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 320/1000 time [yr]: 64.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 321/1000 time [yr]: 64.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 322/1000 time [yr]: 64.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 323/1000 time [yr]: 64.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 324/1000 time [yr]: 64.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 325/1000 time [yr]: 65.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 326/1000 time [yr]: 65.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 327/1000 time [yr]: 65.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 328/1000 time [yr]: 65.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 329/1000 time [yr]: 65.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 330/1000 time [yr]: 66.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 331/1000 time [yr]: 66.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 332/1000 time [yr]: 66.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 333/1000 time [yr]: 66.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 334/1000 time [yr]: 66.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 335/1000 time [yr]: 67.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 336/1000 time [yr]: 67.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 337/1000 time [yr]: 67.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 338/1000 time [yr]: 67.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 339/1000 time [yr]: 67.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 340/1000 time [yr]: 68.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 341/1000 time [yr]: 68.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 342/1000 time [yr]: 68.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 343/1000 time [yr]: 68.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 344/1000 time [yr]: 68.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 345/1000 time [yr]: 69.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 346/1000 time [yr]: 69.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 347/1000 time [yr]: 69.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 348/1000 time [yr]: 69.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 349/1000 time [yr]: 69.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 350/1000 time [yr]: 70.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 351/1000 time [yr]: 70.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 352/1000 time [yr]: 70.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 353/1000 time [yr]: 70.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 354/1000 time [yr]: 70.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 355/1000 time [yr]: 71.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 356/1000 time [yr]: 71.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 357/1000 time [yr]: 71.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 358/1000 time [yr]: 71.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 359/1000 time [yr]: 71.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 360/1000 time [yr]: 72.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 361/1000 time [yr]: 72.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 362/1000 time [yr]: 72.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 363/1000 time [yr]: 72.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 364/1000 time [yr]: 72.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 365/1000 time [yr]: 73.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 366/1000 time [yr]: 73.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 367/1000 time [yr]: 73.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 368/1000 time [yr]: 73.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 369/1000 time [yr]: 73.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 370/1000 time [yr]: 74.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 371/1000 time [yr]: 74.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 372/1000 time [yr]: 74.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 373/1000 time [yr]: 74.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 374/1000 time [yr]: 74.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 375/1000 time [yr]: 75.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 376/1000 time [yr]: 75.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 377/1000 time [yr]: 75.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 378/1000 time [yr]: 75.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 379/1000 time [yr]: 75.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 380/1000 time [yr]: 76.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 381/1000 time [yr]: 76.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 382/1000 time [yr]: 76.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 383/1000 time [yr]: 76.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 384/1000 time [yr]: 76.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 385/1000 time [yr]: 77.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 386/1000 time [yr]: 77.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 387/1000 time [yr]: 77.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 388/1000 time [yr]: 77.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 389/1000 time [yr]: 77.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 390/1000 time [yr]: 78.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 391/1000 time [yr]: 78.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 392/1000 time [yr]: 78.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 393/1000 time [yr]: 78.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 394/1000 time [yr]: 78.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 395/1000 time [yr]: 79.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 396/1000 time [yr]: 79.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 397/1000 time [yr]: 79.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 398/1000 time [yr]: 79.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 399/1000 time [yr]: 79.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 400/1000 time [yr]: 80.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 401/1000 time [yr]: 80.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 402/1000 time [yr]: 80.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 403/1000 time [yr]: 80.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 404/1000 time [yr]: 80.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 405/1000 time [yr]: 81.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 406/1000 time [yr]: 81.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 407/1000 time [yr]: 81.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 408/1000 time [yr]: 81.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 409/1000 time [yr]: 81.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 410/1000 time [yr]: 82.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 411/1000 time [yr]: 82.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 412/1000 time [yr]: 82.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 413/1000 time [yr]: 82.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 414/1000 time [yr]: 82.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 415/1000 time [yr]: 83.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 416/1000 time [yr]: 83.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 417/1000 time [yr]: 83.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 418/1000 time [yr]: 83.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 419/1000 time [yr]: 83.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 420/1000 time [yr]: 84.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 421/1000 time [yr]: 84.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 422/1000 time [yr]: 84.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 423/1000 time [yr]: 84.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 424/1000 time [yr]: 84.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 425/1000 time [yr]: 85.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 426/1000 time [yr]: 85.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 427/1000 time [yr]: 85.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 428/1000 time [yr]: 85.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 429/1000 time [yr]: 85.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 430/1000 time [yr]: 86.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 431/1000 time [yr]: 86.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 432/1000 time [yr]: 86.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 433/1000 time [yr]: 86.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 434/1000 time [yr]: 86.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 435/1000 time [yr]: 87.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 436/1000 time [yr]: 87.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 437/1000 time [yr]: 87.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 438/1000 time [yr]: 87.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 439/1000 time [yr]: 87.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 440/1000 time [yr]: 88.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 441/1000 time [yr]: 88.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 442/1000 time [yr]: 88.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 443/1000 time [yr]: 88.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 444/1000 time [yr]: 88.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 445/1000 time [yr]: 89.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 446/1000 time [yr]: 89.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 447/1000 time [yr]: 89.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 448/1000 time [yr]: 89.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 449/1000 time [yr]: 89.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 450/1000 time [yr]: 90.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 451/1000 time [yr]: 90.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 452/1000 time [yr]: 90.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 453/1000 time [yr]: 90.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 454/1000 time [yr]: 90.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 455/1000 time [yr]: 91.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 456/1000 time [yr]: 91.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 457/1000 time [yr]: 91.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 458/1000 time [yr]: 91.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 459/1000 time [yr]: 91.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 460/1000 time [yr]: 92.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 461/1000 time [yr]: 92.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 462/1000 time [yr]: 92.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 463/1000 time [yr]: 92.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 464/1000 time [yr]: 92.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 465/1000 time [yr]: 93.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 466/1000 time [yr]: 93.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 467/1000 time [yr]: 93.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 468/1000 time [yr]: 93.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 469/1000 time [yr]: 93.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 470/1000 time [yr]: 94.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 471/1000 time [yr]: 94.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 472/1000 time [yr]: 94.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 473/1000 time [yr]: 94.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 474/1000 time [yr]: 94.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 475/1000 time [yr]: 95.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 476/1000 time [yr]: 95.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 477/1000 time [yr]: 95.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 478/1000 time [yr]: 95.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 479/1000 time [yr]: 95.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 480/1000 time [yr]: 96.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 481/1000 time [yr]: 96.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 482/1000 time [yr]: 96.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 483/1000 time [yr]: 96.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 484/1000 time [yr]: 96.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 485/1000 time [yr]: 97.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 486/1000 time [yr]: 97.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 487/1000 time [yr]: 97.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 488/1000 time [yr]: 97.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 489/1000 time [yr]: 97.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 490/1000 time [yr]: 98.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 491/1000 time [yr]: 98.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 492/1000 time [yr]: 98.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 493/1000 time [yr]: 98.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 494/1000 time [yr]: 98.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 495/1000 time [yr]: 99.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 496/1000 time [yr]: 99.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 497/1000 time [yr]: 99.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 498/1000 time [yr]: 99.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 499/1000 time [yr]: 99.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 500/1000 time [yr]: 100.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 501/1000 time [yr]: 100.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 502/1000 time [yr]: 100.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 503/1000 time [yr]: 100.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 504/1000 time [yr]: 100.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 505/1000 time [yr]: 101.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 506/1000 time [yr]: 101.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 507/1000 time [yr]: 101.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 508/1000 time [yr]: 101.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 509/1000 time [yr]: 101.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 510/1000 time [yr]: 102.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 511/1000 time [yr]: 102.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 512/1000 time [yr]: 102.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 513/1000 time [yr]: 102.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 514/1000 time [yr]: 102.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 515/1000 time [yr]: 103.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 516/1000 time [yr]: 103.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 517/1000 time [yr]: 103.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 518/1000 time [yr]: 103.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 519/1000 time [yr]: 103.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 520/1000 time [yr]: 104.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 521/1000 time [yr]: 104.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 522/1000 time [yr]: 104.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 523/1000 time [yr]: 104.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 524/1000 time [yr]: 104.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 525/1000 time [yr]: 105.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 526/1000 time [yr]: 105.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 527/1000 time [yr]: 105.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 528/1000 time [yr]: 105.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 529/1000 time [yr]: 105.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 530/1000 time [yr]: 106.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 531/1000 time [yr]: 106.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 532/1000 time [yr]: 106.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 533/1000 time [yr]: 106.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 534/1000 time [yr]: 106.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 535/1000 time [yr]: 107.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 536/1000 time [yr]: 107.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 537/1000 time [yr]: 107.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 538/1000 time [yr]: 107.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 539/1000 time [yr]: 107.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 540/1000 time [yr]: 108.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 541/1000 time [yr]: 108.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 542/1000 time [yr]: 108.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 543/1000 time [yr]: 108.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 544/1000 time [yr]: 108.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 545/1000 time [yr]: 109.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 546/1000 time [yr]: 109.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 547/1000 time [yr]: 109.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 548/1000 time [yr]: 109.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 549/1000 time [yr]: 109.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 550/1000 time [yr]: 110.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 551/1000 time [yr]: 110.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 552/1000 time [yr]: 110.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 553/1000 time [yr]: 110.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 554/1000 time [yr]: 110.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 555/1000 time [yr]: 111.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 556/1000 time [yr]: 111.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 557/1000 time [yr]: 111.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 558/1000 time [yr]: 111.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 559/1000 time [yr]: 111.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 560/1000 time [yr]: 112.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 561/1000 time [yr]: 112.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 562/1000 time [yr]: 112.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 563/1000 time [yr]: 112.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 564/1000 time [yr]: 112.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 565/1000 time [yr]: 113.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 566/1000 time [yr]: 113.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 567/1000 time [yr]: 113.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 568/1000 time [yr]: 113.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 569/1000 time [yr]: 113.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 570/1000 time [yr]: 114.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 571/1000 time [yr]: 114.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 572/1000 time [yr]: 114.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 573/1000 time [yr]: 114.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 574/1000 time [yr]: 114.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 575/1000 time [yr]: 115.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 576/1000 time [yr]: 115.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 577/1000 time [yr]: 115.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 578/1000 time [yr]: 115.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 579/1000 time [yr]: 115.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 580/1000 time [yr]: 116.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 581/1000 time [yr]: 116.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 582/1000 time [yr]: 116.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 583/1000 time [yr]: 116.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 584/1000 time [yr]: 116.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 585/1000 time [yr]: 117.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 586/1000 time [yr]: 117.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 587/1000 time [yr]: 117.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 588/1000 time [yr]: 117.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 589/1000 time [yr]: 117.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 590/1000 time [yr]: 118.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 591/1000 time [yr]: 118.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 592/1000 time [yr]: 118.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 593/1000 time [yr]: 118.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 594/1000 time [yr]: 118.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 595/1000 time [yr]: 119.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 596/1000 time [yr]: 119.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 597/1000 time [yr]: 119.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 598/1000 time [yr]: 119.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 599/1000 time [yr]: 119.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 600/1000 time [yr]: 120.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 601/1000 time [yr]: 120.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 602/1000 time [yr]: 120.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 603/1000 time [yr]: 120.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 604/1000 time [yr]: 120.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 605/1000 time [yr]: 121.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 606/1000 time [yr]: 121.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 607/1000 time [yr]: 121.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 608/1000 time [yr]: 121.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 609/1000 time [yr]: 121.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 610/1000 time [yr]: 122.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 611/1000 time [yr]: 122.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 612/1000 time [yr]: 122.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 613/1000 time [yr]: 122.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 614/1000 time [yr]: 122.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 615/1000 time [yr]: 123.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 616/1000 time [yr]: 123.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 617/1000 time [yr]: 123.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 618/1000 time [yr]: 123.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 619/1000 time [yr]: 123.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 620/1000 time [yr]: 124.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 621/1000 time [yr]: 124.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 622/1000 time [yr]: 124.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 623/1000 time [yr]: 124.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 624/1000 time [yr]: 124.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 625/1000 time [yr]: 125.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 626/1000 time [yr]: 125.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 627/1000 time [yr]: 125.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 628/1000 time [yr]: 125.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 629/1000 time [yr]: 125.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 630/1000 time [yr]: 126.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 631/1000 time [yr]: 126.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 632/1000 time [yr]: 126.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 633/1000 time [yr]: 126.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 634/1000 time [yr]: 126.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 635/1000 time [yr]: 127.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 636/1000 time [yr]: 127.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 637/1000 time [yr]: 127.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 638/1000 time [yr]: 127.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 639/1000 time [yr]: 127.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 640/1000 time [yr]: 128.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 641/1000 time [yr]: 128.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 642/1000 time [yr]: 128.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 643/1000 time [yr]: 128.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 644/1000 time [yr]: 128.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 645/1000 time [yr]: 129.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 646/1000 time [yr]: 129.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 647/1000 time [yr]: 129.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 648/1000 time [yr]: 129.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 649/1000 time [yr]: 129.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 650/1000 time [yr]: 130.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 651/1000 time [yr]: 130.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 652/1000 time [yr]: 130.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 653/1000 time [yr]: 130.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 654/1000 time [yr]: 130.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 655/1000 time [yr]: 131.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 656/1000 time [yr]: 131.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 657/1000 time [yr]: 131.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 658/1000 time [yr]: 131.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 659/1000 time [yr]: 131.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 660/1000 time [yr]: 132.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 661/1000 time [yr]: 132.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 662/1000 time [yr]: 132.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 663/1000 time [yr]: 132.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 664/1000 time [yr]: 132.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 665/1000 time [yr]: 133.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 666/1000 time [yr]: 133.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 667/1000 time [yr]: 133.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 668/1000 time [yr]: 133.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 669/1000 time [yr]: 133.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 670/1000 time [yr]: 134.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 671/1000 time [yr]: 134.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 672/1000 time [yr]: 134.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 673/1000 time [yr]: 134.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 674/1000 time [yr]: 134.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 675/1000 time [yr]: 135.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 676/1000 time [yr]: 135.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 677/1000 time [yr]: 135.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 678/1000 time [yr]: 135.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 679/1000 time [yr]: 135.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 680/1000 time [yr]: 136.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 681/1000 time [yr]: 136.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 682/1000 time [yr]: 136.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 683/1000 time [yr]: 136.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 684/1000 time [yr]: 136.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 685/1000 time [yr]: 137.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 686/1000 time [yr]: 137.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 687/1000 time [yr]: 137.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 688/1000 time [yr]: 137.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 689/1000 time [yr]: 137.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 690/1000 time [yr]: 138.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 691/1000 time [yr]: 138.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 692/1000 time [yr]: 138.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 693/1000 time [yr]: 138.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 694/1000 time [yr]: 138.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 695/1000 time [yr]: 139.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 696/1000 time [yr]: 139.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 697/1000 time [yr]: 139.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 698/1000 time [yr]: 139.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 699/1000 time [yr]: 139.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 700/1000 time [yr]: 140.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 701/1000 time [yr]: 140.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 702/1000 time [yr]: 140.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 703/1000 time [yr]: 140.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 704/1000 time [yr]: 140.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 705/1000 time [yr]: 141.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 706/1000 time [yr]: 141.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 707/1000 time [yr]: 141.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 708/1000 time [yr]: 141.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 709/1000 time [yr]: 141.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 710/1000 time [yr]: 142.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 711/1000 time [yr]: 142.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 712/1000 time [yr]: 142.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 713/1000 time [yr]: 142.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 714/1000 time [yr]: 142.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 715/1000 time [yr]: 143.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 716/1000 time [yr]: 143.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 717/1000 time [yr]: 143.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 718/1000 time [yr]: 143.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 719/1000 time [yr]: 143.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 720/1000 time [yr]: 144.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 721/1000 time [yr]: 144.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 722/1000 time [yr]: 144.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 723/1000 time [yr]: 144.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 724/1000 time [yr]: 144.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 725/1000 time [yr]: 145.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 726/1000 time [yr]: 145.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 727/1000 time [yr]: 145.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 728/1000 time [yr]: 145.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 729/1000 time [yr]: 145.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 730/1000 time [yr]: 146.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 731/1000 time [yr]: 146.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 732/1000 time [yr]: 146.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 733/1000 time [yr]: 146.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 734/1000 time [yr]: 146.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 735/1000 time [yr]: 147.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 736/1000 time [yr]: 147.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 737/1000 time [yr]: 147.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 738/1000 time [yr]: 147.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 739/1000 time [yr]: 147.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 740/1000 time [yr]: 148.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 741/1000 time [yr]: 148.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 742/1000 time [yr]: 148.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 743/1000 time [yr]: 148.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 744/1000 time [yr]: 148.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 745/1000 time [yr]: 149.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 746/1000 time [yr]: 149.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 747/1000 time [yr]: 149.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 748/1000 time [yr]: 149.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 749/1000 time [yr]: 149.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 750/1000 time [yr]: 150.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 751/1000 time [yr]: 150.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 752/1000 time [yr]: 150.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 753/1000 time [yr]: 150.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 754/1000 time [yr]: 150.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 755/1000 time [yr]: 151.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 756/1000 time [yr]: 151.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 757/1000 time [yr]: 151.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 758/1000 time [yr]: 151.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 759/1000 time [yr]: 151.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 760/1000 time [yr]: 152.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 761/1000 time [yr]: 152.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 762/1000 time [yr]: 152.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 763/1000 time [yr]: 152.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 764/1000 time [yr]: 152.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 765/1000 time [yr]: 153.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 766/1000 time [yr]: 153.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 767/1000 time [yr]: 153.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 768/1000 time [yr]: 153.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 769/1000 time [yr]: 153.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 770/1000 time [yr]: 154.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 771/1000 time [yr]: 154.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 772/1000 time [yr]: 154.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 773/1000 time [yr]: 154.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 774/1000 time [yr]: 154.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 775/1000 time [yr]: 155.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 776/1000 time [yr]: 155.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 777/1000 time [yr]: 155.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 778/1000 time [yr]: 155.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 779/1000 time [yr]: 155.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 780/1000 time [yr]: 156.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 781/1000 time [yr]: 156.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 782/1000 time [yr]: 156.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 783/1000 time [yr]: 156.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 784/1000 time [yr]: 156.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 785/1000 time [yr]: 157.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 786/1000 time [yr]: 157.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 787/1000 time [yr]: 157.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 788/1000 time [yr]: 157.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 789/1000 time [yr]: 157.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 790/1000 time [yr]: 158.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 791/1000 time [yr]: 158.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 792/1000 time [yr]: 158.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 793/1000 time [yr]: 158.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 794/1000 time [yr]: 158.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 795/1000 time [yr]: 159.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 796/1000 time [yr]: 159.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 797/1000 time [yr]: 159.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 798/1000 time [yr]: 159.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 799/1000 time [yr]: 159.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 800/1000 time [yr]: 160.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 801/1000 time [yr]: 160.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 802/1000 time [yr]: 160.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 803/1000 time [yr]: 160.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 804/1000 time [yr]: 160.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 805/1000 time [yr]: 161.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 806/1000 time [yr]: 161.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 807/1000 time [yr]: 161.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 808/1000 time [yr]: 161.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 809/1000 time [yr]: 161.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 810/1000 time [yr]: 162.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 811/1000 time [yr]: 162.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 812/1000 time [yr]: 162.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 813/1000 time [yr]: 162.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 814/1000 time [yr]: 162.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 815/1000 time [yr]: 163.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 816/1000 time [yr]: 163.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 817/1000 time [yr]: 163.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 818/1000 time [yr]: 163.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 819/1000 time [yr]: 163.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 820/1000 time [yr]: 164.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 821/1000 time [yr]: 164.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 822/1000 time [yr]: 164.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 823/1000 time [yr]: 164.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 824/1000 time [yr]: 164.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 825/1000 time [yr]: 165.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 826/1000 time [yr]: 165.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 827/1000 time [yr]: 165.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 828/1000 time [yr]: 165.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 829/1000 time [yr]: 165.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 830/1000 time [yr]: 166.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 831/1000 time [yr]: 166.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 832/1000 time [yr]: 166.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 833/1000 time [yr]: 166.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 834/1000 time [yr]: 166.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 835/1000 time [yr]: 167.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 836/1000 time [yr]: 167.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 837/1000 time [yr]: 167.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 838/1000 time [yr]: 167.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 839/1000 time [yr]: 167.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 840/1000 time [yr]: 168.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 841/1000 time [yr]: 168.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 842/1000 time [yr]: 168.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 843/1000 time [yr]: 168.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 844/1000 time [yr]: 168.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 845/1000 time [yr]: 169.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 846/1000 time [yr]: 169.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 847/1000 time [yr]: 169.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 848/1000 time [yr]: 169.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 849/1000 time [yr]: 169.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 850/1000 time [yr]: 170.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 851/1000 time [yr]: 170.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 852/1000 time [yr]: 170.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 853/1000 time [yr]: 170.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 854/1000 time [yr]: 170.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 855/1000 time [yr]: 171.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 856/1000 time [yr]: 171.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 857/1000 time [yr]: 171.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 858/1000 time [yr]: 171.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 859/1000 time [yr]: 171.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 860/1000 time [yr]: 172.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 861/1000 time [yr]: 172.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 862/1000 time [yr]: 172.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 863/1000 time [yr]: 172.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 864/1000 time [yr]: 172.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 865/1000 time [yr]: 173.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 866/1000 time [yr]: 173.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 867/1000 time [yr]: 173.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 868/1000 time [yr]: 173.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 869/1000 time [yr]: 173.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 870/1000 time [yr]: 174.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 871/1000 time [yr]: 174.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 872/1000 time [yr]: 174.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 873/1000 time [yr]: 174.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 874/1000 time [yr]: 174.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 875/1000 time [yr]: 175.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 876/1000 time [yr]: 175.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 877/1000 time [yr]: 175.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 878/1000 time [yr]: 175.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 879/1000 time [yr]: 175.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 880/1000 time [yr]: 176.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 881/1000 time [yr]: 176.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 882/1000 time [yr]: 176.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 883/1000 time [yr]: 176.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 884/1000 time [yr]: 176.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 885/1000 time [yr]: 177.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 886/1000 time [yr]: 177.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 887/1000 time [yr]: 177.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 888/1000 time [yr]: 177.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 889/1000 time [yr]: 177.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 890/1000 time [yr]: 178.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 891/1000 time [yr]: 178.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 892/1000 time [yr]: 178.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 893/1000 time [yr]: 178.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 894/1000 time [yr]: 178.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 895/1000 time [yr]: 179.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 896/1000 time [yr]: 179.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 897/1000 time [yr]: 179.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 898/1000 time [yr]: 179.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 899/1000 time [yr]: 179.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 900/1000 time [yr]: 180.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 901/1000 time [yr]: 180.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 902/1000 time [yr]: 180.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 903/1000 time [yr]: 180.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 904/1000 time [yr]: 180.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 905/1000 time [yr]: 181.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 906/1000 time [yr]: 181.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 907/1000 time [yr]: 181.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 908/1000 time [yr]: 181.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 909/1000 time [yr]: 181.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 910/1000 time [yr]: 182.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 911/1000 time [yr]: 182.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 912/1000 time [yr]: 182.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 913/1000 time [yr]: 182.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 914/1000 time [yr]: 182.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 915/1000 time [yr]: 183.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 916/1000 time [yr]: 183.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 917/1000 time [yr]: 183.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 918/1000 time [yr]: 183.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 919/1000 time [yr]: 183.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 920/1000 time [yr]: 184.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 921/1000 time [yr]: 184.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 922/1000 time [yr]: 184.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 923/1000 time [yr]: 184.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 924/1000 time [yr]: 184.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 925/1000 time [yr]: 185.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 926/1000 time [yr]: 185.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 927/1000 time [yr]: 185.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 928/1000 time [yr]: 185.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 929/1000 time [yr]: 185.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 930/1000 time [yr]: 186.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 931/1000 time [yr]: 186.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 932/1000 time [yr]: 186.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 933/1000 time [yr]: 186.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 934/1000 time [yr]: 186.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 935/1000 time [yr]: 187.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 936/1000 time [yr]: 187.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 937/1000 time [yr]: 187.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 938/1000 time [yr]: 187.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 939/1000 time [yr]: 187.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 940/1000 time [yr]: 188.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 941/1000 time [yr]: 188.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 942/1000 time [yr]: 188.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 943/1000 time [yr]: 188.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 944/1000 time [yr]: 188.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 945/1000 time [yr]: 189.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 946/1000 time [yr]: 189.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 947/1000 time [yr]: 189.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 948/1000 time [yr]: 189.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 949/1000 time [yr]: 189.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 950/1000 time [yr]: 190.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 951/1000 time [yr]: 190.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 952/1000 time [yr]: 190.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 953/1000 time [yr]: 190.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 954/1000 time [yr]: 190.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 955/1000 time [yr]: 191.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 956/1000 time [yr]: 191.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 957/1000 time [yr]: 191.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 958/1000 time [yr]: 191.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 959/1000 time [yr]: 191.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 960/1000 time [yr]: 192.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 961/1000 time [yr]: 192.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 962/1000 time [yr]: 192.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 963/1000 time [yr]: 192.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 964/1000 time [yr]: 192.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 965/1000 time [yr]: 193.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 966/1000 time [yr]: 193.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 967/1000 time [yr]: 193.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 968/1000 time [yr]: 193.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 969/1000 time [yr]: 193.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 970/1000 time [yr]: 194.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 971/1000 time [yr]: 194.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 972/1000 time [yr]: 194.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 973/1000 time [yr]: 194.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 974/1000 time [yr]: 194.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 975/1000 time [yr]: 195.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 976/1000 time [yr]: 195.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 977/1000 time [yr]: 195.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 978/1000 time [yr]: 195.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 979/1000 time [yr]: 195.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 980/1000 time [yr]: 196.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 981/1000 time [yr]: 196.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 982/1000 time [yr]: 196.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 983/1000 time [yr]: 196.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 984/1000 time [yr]: 196.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 985/1000 time [yr]: 197.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 986/1000 time [yr]: 197.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 987/1000 time [yr]: 197.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 988/1000 time [yr]: 197.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 989/1000 time [yr]: 197.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 990/1000 time [yr]: 198.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 991/1000 time [yr]: 198.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 992/1000 time [yr]: 198.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 993/1000 time [yr]: 198.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 994/1000 time [yr]: 198.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 995/1000 time [yr]: 199.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 996/1000 time [yr]: 199.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 997/1000 time [yr]: 199.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 998/1000 time [yr]: 199.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 999/1000 time [yr]: 199.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 1000/1000 time [yr]: 200.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core 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: 0.047213 Total Core solution elapsed time: 194.688 Linear solver elapsed time: 129.13 (66%) Total elapsed time: 0 hrs 3 min 14 sec loading results from cluster SUCCESS Testing example: ISMIP 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 2024-09-06 07:54:43.474 MATLAB[751:31106636] XType: Using static font registry. Constructing Geometry Defining friction parameters Construct ice rheological properties Set boundary conditions 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 dsl.global_average_thermosteric_sea_level specified: transient values set to zero no dsl.sea_surface_height_above_geoid specified: transient values set to zero no dsl.sea_water_pressure_at_sea_floor specified: transient values set to zero no balancethickness.thickening_rate specified: values set as zero no thermal boundary conditions created: no observed temperature found uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: solver residue: norm(KU-F)/norm(F)=1.22751e-11 mechanical equilibrium convergence criterion 100 > 0.01 % Convergence criterion: norm(du)/norm(u) 2.93163e+11 > 1 % Convergence criterion: max(du) 1.71957e-06 > 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=4.41884e-11 mechanical equilibrium convergence criterion 76.8235 > 0.01 % Convergence criterion: norm(du)/norm(u) 15.6455 > 1 % Convergence criterion: max(du) 4.09332e-07 > 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=8.94022e-11 mechanical equilibrium convergence criterion 38.5767 > 0.01 % Convergence criterion: norm(du)/norm(u) 11.2403 > 1 % Convergence criterion: max(du) 3.00053e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=1.60702e-10 mechanical equilibrium convergence criterion 24.567 > 0.01 % Convergence criterion: norm(du)/norm(u) 7.81407 > 1 % Convergence criterion: max(du) 2.08151e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.02161e-10 mechanical equilibrium convergence criterion 15.9808 > 0.01 % Convergence criterion: norm(du)/norm(u) 5.30991 > 1 % Convergence criterion: max(du) 1.43808e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.15335e-10 mechanical equilibrium convergence criterion 10.0203 > 0.01 % Convergence criterion: norm(du)/norm(u) 3.55838 > 1 % Convergence criterion: max(du) 9.77761e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.26277e-10 mechanical equilibrium convergence criterion 6.28176 > 0.01 % Convergence criterion: norm(du)/norm(u) 2.36978 > 1 % Convergence criterion: max(du) 6.58033e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.49104e-10 mechanical equilibrium convergence criterion 3.98732 > 0.01 % Convergence criterion: norm(du)/norm(u) 1.57429 > 1 % Convergence criterion: max(du) 4.42306e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.44463e-10 mechanical equilibrium convergence criterion 2.56479 > 0.01 % Convergence criterion: norm(du)/norm(u) 1.04497 > 1 % Convergence criterion: max(du) 2.95422e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.79688e-10 mechanical equilibrium convergence criterion 1.6672 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.693537 < 1 % Convergence criterion: max(du) 1.96268e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.3543e-10 mechanical equilibrium convergence criterion 1.09168 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.460377 < 1 % Convergence criterion: max(du) 1.29995e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.50398e-10 mechanical equilibrium convergence criterion 0.718201 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.305689 < 1 % Convergence criterion: max(du) 8.5961e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.40864e-10 mechanical equilibrium convergence criterion 0.473849 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.20304 < 1 % Convergence criterion: max(du) 5.68039e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.71093e-10 mechanical equilibrium convergence criterion 0.31315 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.1349 < 1 % Convergence criterion: max(du) 3.7532e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.94133e-10 mechanical equilibrium convergence criterion 0.207134 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0896529 < 1 % Convergence criterion: max(du) 2.48041e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.52007e-10 mechanical equilibrium convergence criterion 0.137068 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0595968 < 1 % Convergence criterion: max(du) 1.63991e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.67984e-10 mechanical equilibrium convergence criterion 0.090717 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0396256 < 1 % Convergence criterion: max(du) 1.08476e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.67954e-10 mechanical equilibrium convergence criterion 0.0600398 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0263519 < 1 % Convergence criterion: max(du) 7.17916e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.7485e-10 mechanical equilibrium convergence criterion 0.0397332 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0175276 < 1 % Convergence criterion: max(du) 4.75381e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.66027e-10 mechanical equilibrium convergence criterion 0.0262916 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0116599 < 1 % Convergence criterion: max(du) 3.14939e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.89338e-10 mechanical equilibrium convergence criterion 0.0173951 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.00775754 < 1 % Convergence criterion: max(du) 2.08743e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.55465e-10 mechanical equilibrium convergence criterion 0.0115076 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.00516182 < 1 % Convergence criterion: max(du) 1.38415e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.72753e-10 mechanical equilibrium convergence criterion 0.00761203 < 0.01 % Convergence criterion: norm(du)/norm(u) 0.003435 < 1 % Convergence criterion: max(du) 9.18157e-11 < 3.17098e-07 number of unstable constraints: 0 total number of iterations: 23 solver residue: norm(KU-F)/norm(F)=5.79528e-15 write lock file: FemModel initialization elapsed time: 0.021765 Total Core solution elapsed time: 3.36896 Linear solver elapsed time: 2.04844 (61%) Total elapsed time: 0 hrs 0 min 3 sec SUCCESS Testing example: IceBridge 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 = 8321 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating surface and bedrock Constructing thickness reading IceBridge Jakobshavn bedrock Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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) = 28099.65 | 5964.341 22135.31 5.547563e-32 x = 1 | f(x) = 18898.66 | 3303.629 15595 0.02942783 ====================== step 2/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 18897.3 | 3302.652 15594.62 0.02942783 x = 1 | f(x) = 12003.97 | 1757.114 10246.64 0.215836 ====================== step 3/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 12001.99 | 1755.251 10246.52 0.215836 x = 1 | f(x) = 9834.379 | 1516.437 8317.475 0.4677579 ====================== step 4/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 9941.658 | 1624.781 8316.409 0.4677579 x = 1 | f(x) = 9520.299 | 1269.104 8250.713 0.4819272 ====================== step 5/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 9518.245 | 1267.183 8250.58 0.4819272 x = 1 | f(x) = 8300.647 | 1098.174 7201.662 0.8113603 ====================== step 6/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 8308.123 | 1106.877 7200.434 0.8113603 x = 1 | f(x) = 8046.115 | 1018.378 7026.846 0.8912152 ====================== step 7/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 8043.913 | 1016.424 7026.598 0.8912152 x = 1 | f(x) = 7658.357 | 974.9317 6682.361 1.063805 ====================== step 8/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7673.925 | 991.107 6681.755 1.063805 x = 1 | f(x) = 7541.901 | 920.1304 6620.671 1.098837 ====================== step 9/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7541.472 | 919.8027 6620.57 1.098837 x = 1 | f(x) = 7297.597 | 887.9993 6408.364 1.233838 ====================== step 10/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7302.935 | 893.7853 6407.915 1.233838 x = 1 | f(x) = 7203.666 | 873.9762 6328.393 1.29762 ====================== step 11/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7203.386 | 873.8212 6328.268 1.29762 x = 1 | f(x) = 6964.726 | 808.053 6155.239 1.434543 ====================== step 12/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6966.147 | 809.9131 6154.8 1.434543 x = 1 | f(x) = 6849.022 | 835.4494 6011.981 1.591536 ====================== step 13/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6850.929 | 837.6503 6011.687 1.591536 x = 1 | f(x) = 6710.216 | 792.7064 5915.831 1.678639 ====================== step 14/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6710.191 | 792.9136 5915.598 1.678639 x = 1 | f(x) = 6603.655 | 777.4382 5824.426 1.791212 ====================== step 15/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6620.428 | 794.5635 5824.073 1.791212 x = 1 | f(x) = 6544.301 | 740.0425 5802.447 1.811805 ====================== step 16/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6544.313 | 740.0666 5802.435 1.811805 x = 1 | f(x) = 6466.957 | 759.8522 5705.169 1.936411 ====================== step 17/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6473.755 | 767.1069 5704.712 1.936411 x = 1 | f(x) = 6405.091 | 722.1951 5680.929 1.966967 ====================== step 18/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6405.15 | 722.358 5680.825 1.966967 x = 1 | f(x) = 6323.404 | 718.2838 5603.045 2.074999 ====================== step 19/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6328.101 | 723.4362 5602.59 2.074999 x = 1 | f(x) = 6298.544 | 724.6054 5571.8 2.138121 x = 0.381966 | f(x) = 6287.667 | 696.1168 5589.452 2.09846 x = 0.618034 | f(x) = 6287.639 | 702.0602 5583.466 2.113179 x = 0.763932 | f(x) = 6290.938 | 709.6453 5579.17 2.122488 x = 0.500997 | f(x) = 6287.276 | 698.5885 5586.582 2.105906 x = 0.502191 | f(x) = 6286.872 | 697.9427 5586.823 2.105979 ====================== step 20/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6286.765 | 697.7933 5586.866 2.105979 x = 1 | f(x) = 6225.106 | 690.7718 5532.149 2.186132 x = 0.381966 | f(x) = 6259.265 | 692.7755 5564.354 2.135805 x = 0.618034 | f(x) = 6246.042 | 691.86 5552.028 2.154728 x = 0.763932 | f(x) = 6240.561 | 694.6235 5543.771 2.166606 x = 0.854102 | f(x) = 6239.399 | 698.5901 5538.635 2.174025 x = 0.870673 | f(x) = 6240.866 | 701.1009 5537.59 2.175395 ====================== step 21/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6239.884 | 706.9366 5530.762 2.186132 x = 1 | f(x) = 6213.306 | 708.1508 5502.916 2.239583 x = 0.381966 | f(x) = 6205.046 | 684.9774 5517.863 2.205519 x = 0.618034 | f(x) = 6204.097 | 690.0236 5511.856 2.218136 x = 0.763932 | f(x) = 6206.597 | 695.9955 5508.375 2.226183 x = 0.536296 | f(x) = 6204.194 | 688.0837 5513.896 2.213711 x = 0.609267 | f(x) = 6204.182 | 689.8934 5512.071 2.217659 ====================== step 22/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6204.348 | 690.2693 5511.86 2.218136 x = 1 | f(x) = 6173.86 | 707.6781 5463.848 2.334134 x = 0.381966 | f(x) = 6174.956 | 682.5855 5490.109 2.261666 x = 0.618034 | f(x) = 6166.053 | 683.7515 5480.013 2.288809 x = 0.763932 | f(x) = 6167.569 | 691.6234 5473.64 2.305919 x = 0.649732 | f(x) = 6169.152 | 688.8794 5477.98 2.292483 x = 0.527864 | f(x) = 6169.729 | 683.8649 5483.585 2.278491 ====================== step 23/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6167.13 | 685.0362 5479.805 2.288809 x = 1 | f(x) = 6142.294 | 723.7016 5416.182 2.410336 x = 0.381966 | f(x) = 6141.311 | 686.6776 5452.3 2.332863 x = 0.618034 | f(x) = 6136.867 | 695.6314 5438.875 2.361517 x = 0.763932 | f(x) = 6138.497 | 706.0796 5430.038 2.37981 x = 0.619845 | f(x) = 6138.57 | 697.8434 5438.365 2.361741 x = 0.527864 | f(x) = 6137.671 | 691.3047 5444.016 2.350433 ====================== step 24/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6137.113 | 695.941 5438.811 2.361517 x = 1 | f(x) = 6082.133 | 684.5019 5395.185 2.445793 x = 0.381966 | f(x) = 6093.998 | 671.5106 5420.096 2.392336 x = 0.618034 | f(x) = 6081.11 | 667.6384 5411.06 2.412212 x = 0.763932 | f(x) = 6076.907 | 669.559 5404.923 2.424831 x = 0.904365 | f(x) = 6079.529 | 678.0003 5399.091 2.43722 x = 0.777851 | f(x) = 6079.773 | 673.4149 5403.932 2.426048 ====================== step 25/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6079.254 | 672.2179 5404.611 2.424831 x = 1 | f(x) = 6050.459 | 701.6502 5346.269 2.539351 x = 0.381966 | f(x) = 6051.059 | 667.8619 5380.729 2.46786 x = 0.618034 | f(x) = 6049.015 | 677.8956 5368.624 2.494514 x = 0.763932 | f(x) = 6049.5 | 686.646 5360.342 2.511347 x = 0.637994 | f(x) = 6049.225 | 679.8739 5366.854 2.496795 x = 0.527864 | f(x) = 6049.228 | 673.6761 5373.067 2.484282 ====================== step 26/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6048.981 | 678.0779 5368.409 2.494514 x = 1 | f(x) = 6036.978 | 703.8007 5330.58 2.596796 x = 0.381966 | f(x) = 6015.64 | 663.4991 5349.61 2.531663 x = 0.618034 | f(x) = 6007.986 | 662.8437 5342.586 2.555835 x = 0.763932 | f(x) = 6013.17 | 672.5415 5338.057 2.571239 x = 0.591127 | f(x) = 6011.415 | 665.4658 5343.396 2.553032 x = 0.672145 | f(x) = 6011.199 | 667.7277 5340.91 2.561509 ====================== step 27/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6010.945 | 665.8135 5342.575 2.555835 x = 1 | f(x) = 5997.541 | 699.7999 5295.093 2.64817 x = 0.381966 | f(x) = 5993.995 | 667.9666 5323.439 2.589231 x = 0.618034 | f(x) = 5992.28 | 675.5276 5314.142 2.610971 x = 0.763932 | f(x) = 5994.583 | 684.7243 5307.234 2.624879 x = 0.560192 | f(x) = 5993.193 | 674.3577 5316.229 2.605555 x = 0.673762 | f(x) = 5993.516 | 679.517 5311.383 2.61624 ====================== step 28/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5993.214 | 676.8801 5313.723 2.610971 x = 1 | f(x) = 5947.375 | 653.1549 5291.553 2.666473 x = 0.381966 | f(x) = 5960.654 | 658.6073 5299.416 2.63092 x = 0.618034 | f(x) = 5953.224 | 654.1282 5296.452 2.644064 x = 0.763932 | f(x) = 5950.682 | 652.9765 5295.053 2.652429 x = 0.92796 | f(x) = 5950.923 | 655.2005 5293.06 2.662139 x = 0.833896 | f(x) = 5951.661 | 654.5442 5294.46 2.656534 ====================== step 29/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5953.463 | 658.639 5292.158 2.666473 x = 1 | f(x) = 5923.712 | 663.9641 5257.015 2.732752 x = 0.381966 | f(x) = 5928.143 | 647.2513 5278.201 2.690827 x = 0.618034 | f(x) = 5925.934 | 651.6611 5271.567 2.706475 x = 0.763932 | f(x) = 5924.71 | 655.9647 5266.029 2.716371 x = 0.854102 | f(x) = 5923.735 | 659.167 5261.846 2.722574 x = 0.90983 | f(x) = 5921.619 | 661.3252 5257.567 2.726441 ====================== step 30/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5921.379 | 661.4194 5257.233 2.726441 x = 1 | f(x) = 5907.692 | 644.747 5260.116 2.829035 x = 0.381966 | f(x) = 5906.607 | 650.5033 5253.338 2.765293 x = 0.618034 | f(x) = 5895.816 | 645.9726 5247.051 2.791968 x = 0.763932 | f(x) = 5898.008 | 644.4055 5250.793 2.809198 x = 0.643738 | f(x) = 5896.636 | 645.8059 5248.035 2.794988 x = 0.527864 | f(x) = 5897.877 | 647.5313 5247.564 2.781549 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.024886 Total Core solution elapsed time: 19.197 Linear solver elapsed time: 12.5107 (65%) Total elapsed time: 0 hrs 0 min 19 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 36.9036 > 1 % Convergence criterion: norm(du)/norm(u) 50.2946 > 10 % Convergence criterion: max(du) 0.000154842 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66269e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 4.18592 > 1 % Convergence criterion: norm(du)/norm(u) 6.45368 < 10 % Convergence criterion: max(du) 1.97508e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.80071e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.959296 < 1 % Convergence criterion: norm(du)/norm(u) 2.64143 < 10 % Convergence criterion: max(du) 8.63606e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 3 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46839e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.80914e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.626923 < 1 % Convergence criterion: norm(du)/norm(u) 43.9538 > 10 % Convergence criterion: max(du) 0.00013078 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61741e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189795 < 1 % Convergence criterion: norm(du)/norm(u) 4.62263 < 10 % Convergence criterion: max(du) 1.04928e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60886e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63557e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.29963 < 1 % Convergence criterion: norm(du)/norm(u) 27.357 > 10 % Convergence criterion: max(du) 6.54666e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.85615e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0915842 < 1 % Convergence criterion: norm(du)/norm(u) 4.64689 < 10 % Convergence criterion: max(du) 1.72723e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.87662e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65552e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.210608 < 1 % Convergence criterion: norm(du)/norm(u) 13.496 > 10 % Convergence criterion: max(du) 5.03715e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50494e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.058913 < 1 % Convergence criterion: norm(du)/norm(u) 3.94568 < 10 % Convergence criterion: max(du) 2.39942e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67289e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.87289e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.172075 < 1 % Convergence criterion: norm(du)/norm(u) 10.0264 > 10 % Convergence criterion: max(du) 5.50351e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.74717e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0488402 < 1 % Convergence criterion: norm(du)/norm(u) 4.52227 < 10 % Convergence criterion: max(du) 2.74609e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46768e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.95374e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.154391 < 1 % Convergence criterion: norm(du)/norm(u) 8.99412 < 10 % Convergence criterion: max(du) 5.14608e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88427e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71646e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.164343 < 1 % Convergence criterion: norm(du)/norm(u) 8.96049 < 10 % Convergence criterion: max(du) 5.05384e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55469e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58524e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.162107 < 1 % Convergence criterion: norm(du)/norm(u) 7.52687 < 10 % Convergence criterion: max(du) 4.34093e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0914e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68265e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.157025 < 1 % Convergence criterion: norm(du)/norm(u) 5.80389 < 10 % Convergence criterion: max(du) 3.63478e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68135e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65702e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.151438 < 1 % Convergence criterion: norm(du)/norm(u) 4.33125 < 10 % Convergence criterion: max(du) 2.8696e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.70187e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79199e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.145963 < 1 % Convergence criterion: norm(du)/norm(u) 3.24273 < 10 % Convergence criterion: max(du) 2.20402e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66168e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83357e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.140757 < 1 % Convergence criterion: norm(du)/norm(u) 2.49569 < 10 % Convergence criterion: max(du) 1.69137e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65812e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.86889e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.135888 < 1 % Convergence criterion: norm(du)/norm(u) 2.00294 < 10 % Convergence criterion: max(du) 1.32375e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.2438e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71114e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.131429 < 1 % Convergence criterion: norm(du)/norm(u) 1.68334 < 10 % Convergence criterion: max(du) 1.06993e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69039e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.88097e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.127426 < 1 % Convergence criterion: norm(du)/norm(u) 1.47387 < 10 % Convergence criterion: max(du) 8.95916e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58903e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65497e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.123862 < 1 % Convergence criterion: norm(du)/norm(u) 1.33485 < 10 % Convergence criterion: max(du) 7.7566e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6956e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.6147e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.120695 < 1 % Convergence criterion: norm(du)/norm(u) 1.23825 < 10 % Convergence criterion: max(du) 6.90237e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67086e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.74708e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.117877 < 1 % Convergence criterion: norm(du)/norm(u) 1.16683 < 10 % Convergence criterion: max(du) 6.26909e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69458e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75647e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.115348 < 1 % Convergence criterion: norm(du)/norm(u) 1.11012 < 10 % Convergence criterion: max(du) 5.77489e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63921e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.78386e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.113057 < 1 % Convergence criterion: norm(du)/norm(u) 1.06219 < 10 % Convergence criterion: max(du) 5.36896e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67241e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79444e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.11096 < 1 % Convergence criterion: norm(du)/norm(u) 1.01971 < 10 % Convergence criterion: max(du) 5.02071e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59178e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77697e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.109028 < 1 % Convergence criterion: norm(du)/norm(u) 0.980716 < 10 % Convergence criterion: max(du) 4.71242e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04038e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.107249 < 1 % Convergence criterion: norm(du)/norm(u) 0.944488 < 10 % Convergence criterion: max(du) 4.43423e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65447e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68397e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.105604 < 1 % Convergence criterion: norm(du)/norm(u) 0.910484 < 10 % Convergence criterion: max(du) 4.18077e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76561e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.7633e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.104068 < 1 % Convergence criterion: norm(du)/norm(u) 0.878442 < 10 % Convergence criterion: max(du) 3.94914e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.85485e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.84496e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.102627 < 1 % Convergence criterion: norm(du)/norm(u) 0.84817 < 10 % Convergence criterion: max(du) 3.73748e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60333e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.88121e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.101269 < 1 % Convergence criterion: norm(du)/norm(u) 0.819596 < 10 % Convergence criterion: max(du) 3.54432e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.94968e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59133e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.099986 < 1 % Convergence criterion: norm(du)/norm(u) 0.792599 < 10 % Convergence criterion: max(du) 3.36823e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10432e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71446e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0987683 < 1 % Convergence criterion: norm(du)/norm(u) 0.766973 < 10 % Convergence criterion: max(du) 3.2077e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.34289e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76762e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.097609 < 1 % Convergence criterion: norm(du)/norm(u) 0.742606 < 10 % Convergence criterion: max(du) 3.06117e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.7591e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65089e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0965021 < 1 % Convergence criterion: norm(du)/norm(u) 0.719506 < 10 % Convergence criterion: max(du) 2.92896e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76534e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.78336e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0954441 < 1 % Convergence criterion: norm(du)/norm(u) 0.697603 < 10 % Convergence criterion: max(du) 2.81174e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59283e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.86899e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0944289 < 1 % Convergence criterion: norm(du)/norm(u) 0.676853 < 10 % Convergence criterion: max(du) 2.70889e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84202e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.87116e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0934533 < 1 % Convergence criterion: norm(du)/norm(u) 0.657234 < 10 % Convergence criterion: max(du) 2.61778e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5559e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0925141 < 1 % Convergence criterion: norm(du)/norm(u) 0.63862 < 10 % Convergence criterion: max(du) 2.53451e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55664e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62479e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0916078 < 1 % Convergence criterion: norm(du)/norm(u) 0.620847 < 10 % Convergence criterion: max(du) 2.45591e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6211e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56734e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0907312 < 1 % Convergence criterion: norm(du)/norm(u) 0.603774 < 10 % Convergence criterion: max(du) 2.38007e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.78357e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61352e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0898818 < 1 % Convergence criterion: norm(du)/norm(u) 0.587275 < 10 % Convergence criterion: max(du) 2.30628e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53671e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.94426e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0890573 < 1 % Convergence criterion: norm(du)/norm(u) 0.571272 < 10 % Convergence criterion: max(du) 2.23457e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.93213e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.088256 < 1 % Convergence criterion: norm(du)/norm(u) 0.555722 < 10 % Convergence criterion: max(du) 2.16533e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44841e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66725e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0874763 < 1 % Convergence criterion: norm(du)/norm(u) 0.540621 < 10 % Convergence criterion: max(du) 2.09897e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43523e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5335e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0867169 < 1 % Convergence criterion: norm(du)/norm(u) 0.525963 < 10 % Convergence criterion: max(du) 2.03579e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9227e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59555e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0859763 < 1 % Convergence criterion: norm(du)/norm(u) 0.511744 < 10 % Convergence criterion: max(du) 1.97592e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9456e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68231e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0852535 < 1 % Convergence criterion: norm(du)/norm(u) 0.497961 < 10 % Convergence criterion: max(du) 1.91932e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73615e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0845475 < 1 % Convergence criterion: norm(du)/norm(u) 0.484607 < 10 % Convergence criterion: max(du) 1.86589e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.71094e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70527e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0838577 < 1 % Convergence criterion: norm(du)/norm(u) 0.471685 < 10 % Convergence criterion: max(du) 1.81543e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61936e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75489e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0831831 < 1 % Convergence criterion: norm(du)/norm(u) 0.459161 < 10 % Convergence criterion: max(du) 1.76774e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5435e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79964e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.082523 < 1 % Convergence criterion: norm(du)/norm(u) 0.447071 < 10 % Convergence criterion: max(du) 1.72258e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82125e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.6066e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0818764 < 1 % Convergence criterion: norm(du)/norm(u) 0.435391 < 10 % Convergence criterion: max(du) 1.67977e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49719e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.9092e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0812437 < 1 % Convergence criterion: norm(du)/norm(u) 0.424117 < 10 % Convergence criterion: max(du) 1.63912e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.77671e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60948e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0806238 < 1 % Convergence criterion: norm(du)/norm(u) 0.413234 < 10 % Convergence criterion: max(du) 1.60048e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63651e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83058e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0800205 < 1 % Convergence criterion: norm(du)/norm(u) 0.397316 < 10 % Convergence criterion: max(du) 1.552e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14514e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62275e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0794292 < 1 % Convergence criterion: norm(du)/norm(u) 0.381177 < 10 % Convergence criterion: max(du) 1.50189e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9219e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83694e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0788494 < 1 % Convergence criterion: norm(du)/norm(u) 0.365536 < 10 % Convergence criterion: max(du) 1.45386e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.75108e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62674e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0782806 < 1 % Convergence criterion: norm(du)/norm(u) 0.350543 < 10 % Convergence criterion: max(du) 1.40887e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88234e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5994e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0777227 < 1 % Convergence criterion: norm(du)/norm(u) 0.336218 < 10 % Convergence criterion: max(du) 1.36693e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77402e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0771752 < 1 % Convergence criterion: norm(du)/norm(u) 0.322546 < 10 % Convergence criterion: max(du) 1.32775e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.52327e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62582e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0766378 < 1 % Convergence criterion: norm(du)/norm(u) 0.309493 < 10 % Convergence criterion: max(du) 1.291e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.01592e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63835e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0761106 < 1 % Convergence criterion: norm(du)/norm(u) 0.29704 < 10 % Convergence criterion: max(du) 1.25632e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.70699e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58547e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0755928 < 1 % Convergence criterion: norm(du)/norm(u) 0.285065 < 10 % Convergence criterion: max(du) 1.22337e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.80987e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0750838 < 1 % Convergence criterion: norm(du)/norm(u) 0.273807 < 10 % Convergence criterion: max(du) 1.19189e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42537e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76706e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0745836 < 1 % Convergence criterion: norm(du)/norm(u) 0.263097 < 10 % Convergence criterion: max(du) 1.16165e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62839e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65445e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0740922 < 1 % Convergence criterion: norm(du)/norm(u) 0.253041 < 10 % Convergence criterion: max(du) 1.13249e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76932e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66627e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0736093 < 1 % Convergence criterion: norm(du)/norm(u) 0.243569 < 10 % Convergence criterion: max(du) 1.10429e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.08928e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63803e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0731343 < 1 % Convergence criterion: norm(du)/norm(u) 0.234663 < 10 % Convergence criterion: max(du) 1.07697e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73481e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55566e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.072667 < 1 % Convergence criterion: norm(du)/norm(u) 0.22627 < 10 % Convergence criterion: max(du) 1.05046e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69813e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0722078 < 1 % Convergence criterion: norm(du)/norm(u) 0.218445 < 10 % Convergence criterion: max(du) 1.02472e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68598e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71893e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0717558 < 1 % Convergence criterion: norm(du)/norm(u) 0.21117 < 10 % Convergence criterion: max(du) 9.99696e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53367e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70264e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0713112 < 1 % Convergence criterion: norm(du)/norm(u) 0.204457 < 10 % Convergence criterion: max(du) 9.75362e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5645e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.89069e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0708733 < 1 % Convergence criterion: norm(du)/norm(u) 0.198238 < 10 % Convergence criterion: max(du) 9.5168e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.92369e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63298e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0704422 < 1 % Convergence criterion: norm(du)/norm(u) 0.192454 < 10 % Convergence criterion: max(du) 9.28272e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.94929e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58623e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0700178 < 1 % Convergence criterion: norm(du)/norm(u) 0.18729 < 10 % Convergence criterion: max(du) 9.05092e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84277e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56995e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0696 < 1 % Convergence criterion: norm(du)/norm(u) 0.182675 < 10 % Convergence criterion: max(du) 8.8224e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.79733e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70318e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0691883 < 1 % Convergence criterion: norm(du)/norm(u) 0.178566 < 10 % Convergence criterion: max(du) 8.59861e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56933e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76052e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0687826 < 1 % Convergence criterion: norm(du)/norm(u) 0.17494 < 10 % Convergence criterion: max(du) 8.38073e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.81367e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49004e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0683825 < 1 % Convergence criterion: norm(du)/norm(u) 0.171801 < 10 % Convergence criterion: max(du) 8.16927e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.37778e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63161e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0679884 < 1 % Convergence criterion: norm(du)/norm(u) 0.168896 < 10 % Convergence criterion: max(du) 7.96414e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48183e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62398e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0675996 < 1 % Convergence criterion: norm(du)/norm(u) 0.166233 < 10 % Convergence criterion: max(du) 7.76498e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46907e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79283e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0672163 < 1 % Convergence criterion: norm(du)/norm(u) 0.164213 < 10 % Convergence criterion: max(du) 7.5713e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73779e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59555e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0668382 < 1 % Convergence criterion: norm(du)/norm(u) 0.162755 < 10 % Convergence criterion: max(du) 7.38265e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.2711e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5771e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0664657 < 1 % Convergence criterion: norm(du)/norm(u) 0.161561 < 10 % Convergence criterion: max(du) 7.19866e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.72847e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72746e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0660982 < 1 % Convergence criterion: norm(du)/norm(u) 0.16078 < 10 % Convergence criterion: max(du) 7.01902e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55263e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.8917e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0657357 < 1 % Convergence criterion: norm(du)/norm(u) 0.160396 < 10 % Convergence criterion: max(du) 6.84347e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65924e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.81672e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0653783 < 1 % Convergence criterion: norm(du)/norm(u) 0.160366 < 10 % Convergence criterion: max(du) 6.6718e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.01835e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.81666e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0650256 < 1 % Convergence criterion: norm(du)/norm(u) 0.160586 < 10 % Convergence criterion: max(du) 6.5038e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43265e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69094e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0646777 < 1 % Convergence criterion: norm(du)/norm(u) 0.160764 < 10 % Convergence criterion: max(du) 6.34082e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50728e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72147e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0643345 < 1 % Convergence criterion: norm(du)/norm(u) 0.161498 < 10 % Convergence criterion: max(du) 6.18039e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11088e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69614e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0639956 < 1 % Convergence criterion: norm(du)/norm(u) 0.162772 < 10 % Convergence criterion: max(du) 6.02326e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.25738e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64953e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0636613 < 1 % Convergence criterion: norm(du)/norm(u) 0.164501 < 10 % Convergence criterion: max(du) 5.86897e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66551e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77517e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0633313 < 1 % Convergence criterion: norm(du)/norm(u) 0.166412 < 10 % Convergence criterion: max(du) 5.93924e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84705e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75833e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.063006 < 1 % Convergence criterion: norm(du)/norm(u) 0.168526 < 10 % Convergence criterion: max(du) 6.18265e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61819e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58446e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0626849 < 1 % Convergence criterion: norm(du)/norm(u) 0.170745 < 10 % Convergence criterion: max(du) 6.42703e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82947e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62579e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0623676 < 1 % Convergence criterion: norm(du)/norm(u) 0.173169 < 10 % Convergence criterion: max(du) 6.67301e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76425e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61052e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0620542 < 1 % Convergence criterion: norm(du)/norm(u) 0.175781 < 10 % Convergence criterion: max(du) 6.92124e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82219e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72285e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0617442 < 1 % Convergence criterion: norm(du)/norm(u) 0.178592 < 10 % Convergence criterion: max(du) 7.17233e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82249e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.802e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0614387 < 1 % Convergence criterion: norm(du)/norm(u) 0.181552 < 10 % Convergence criterion: max(du) 7.42693e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58992e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66471e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.061137 < 1 % Convergence criterion: norm(du)/norm(u) 0.184572 < 10 % Convergence criterion: max(du) 7.68569e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56129e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69318e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0608386 < 1 % Convergence criterion: norm(du)/norm(u) 0.187808 < 10 % Convergence criterion: max(du) 7.94928e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17882e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63407e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0605439 < 1 % Convergence criterion: norm(du)/norm(u) 0.19133 < 10 % Convergence criterion: max(du) 8.21837e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.81798e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48674e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0602527 < 1 % Convergence criterion: norm(du)/norm(u) 0.194863 < 10 % Convergence criterion: max(du) 8.49223e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.83077e-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: 0.034075 Total Core solution elapsed time: 23.7533 Linear solver elapsed time: 17.8595 (75%) Total elapsed time: 0 hrs 0 min 23 sec loading results from cluster Step 5: Plotting 2024-09-06 07:55:43.735 MATLAB[1142:31149245] XType: Using static font registry. SUCCESS Testing example: IceflowModels 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 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.010246 Total Core solution elapsed time: 0.045217 Linear solver elapsed time: 0.009069 (20%) Total elapsed time: 0 hrs 0 min 0 sec SUCCESS Testing example: Inversion 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 creating thickness creating drag creating flow law paramter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004012 Total Core solution elapsed time: 0.119147 Linear solver elapsed time: 0.109677 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster 2024-09-06 07:56:03.098 MATLAB[29395:31151504] XType: Using static font registry. checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004154 Total Core solution elapsed time: 0.122267 Linear solver elapsed time: 0.112324 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 │ │ 10 │ f(x)= 52.098 │ 4.15e-07 │ 52.1 │ │ 11 │ f(x)= 26.462 │ 2.72e-07 │ 26.46 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 │ │ 13 │ f(x)= 9.8225 │ 1.14e-07 │ 9.822 │ │ 14 │ f(x)= 5.8087 │ 9.69e-08 │ 5.809 │ │ 15 │ f(x)= 2.4895 │ 9.36e-08 │ 2.49 │ │ 16 │ f(x)= 1.7087 │ 3.9e-08 │ 1.709 │ │ 17 │ f(x)= 1.3549 │ 3.96e-08 │ 1.355 │ │ 18 │ f(x)= 0.88095 │ 4.29e-08 │ 0.8809 │ │ 19 │ f(x)= 0.47917 │ 1.58e-08 │ 0.4792 │ │ 20 │ f(x)= 0.39798 │ 1.12e-08 │ 0.398 │ │ 21 │ f(x)= 0.32618 │ 1.1e-08 │ 0.3262 │ │ 22 │ f(x)= 0.20219 │ 9.75e-09 │ 0.2022 │ │ 23 │ f(x)= 0.19258 │ 2e-08 │ 0.1926 │ │ 24 │ f(x)= 0.13083 │ 9e-09 │ 0.1308 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004608 Total Core solution elapsed time: 2.21202 Linear solver elapsed time: 2.01575 (91%) Total elapsed time: 0 hrs 0 min 2 sec INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-30 │ │ 2 │ f(x)= 71319 │ 0.000249 │ 7.132e+04 3.972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0007499 │ │ 4 │ f(x)= 2627.9 │ 1.74e-05 │ 2627 1.297 │ │ 5 │ f(x)= 501.86 │ 3.38e-06 │ 501.8 0.07914 │ │ 6 │ f(x)= 727.82 │ 7.39e-06 │ 726.8 1.025 │ │ 7 │ f(x)= 161.71 │ 1.37e-06 │ 161.4 0.2828 │ │ 8 │ f(x)= 110.74 │ 1.54e-06 │ 110.1 0.6226 │ │ 9 │ f(x)= 75.417 │ 7.01e-07 │ 74.86 0.5524 │ │ 10 │ f(x)= 50.079 │ 3.95e-07 │ 49.47 0.6103 │ │ 11 │ f(x)= 27.016 │ 2.74e-07 │ 26.23 0.7915 │ │ 12 │ f(x)= 15.765 │ 1.64e-07 │ 14.96 0.806 │ │ 13 │ f(x)= 10.429 │ 1.16e-07 │ 9.679 0.7495 │ │ 14 │ f(x)= 6.1855 │ 9.8e-08 │ 5.48 0.706 │ │ 15 │ f(x)= 2.894 │ 8.74e-08 │ 2.219 0.6751 │ │ 16 │ f(x)= 2.0594 │ 3.93e-08 │ 1.444 0.6159 │ │ 17 │ f(x)= 1.6545 │ 3.92e-08 │ 1.06 0.5944 │ │ 18 │ f(x)= 1.2382 │ 3.66e-08 │ 0.6934 0.5447 │ │ 19 │ f(x)= 0.93157 │ 2.26e-08 │ 0.4485 0.4831 │ │ 20 │ f(x)= 0.82377 │ 1.47e-08 │ 0.3782 0.4455 │ │ 21 │ f(x)= 0.73206 │ 1.53e-08 │ 0.3127 0.4193 │ │ 22 │ f(x)= 0.60194 │ 1.25e-08 │ 0.2118 0.3902 │ │ 23 │ f(x)= 0.56118 │ 1.3e-08 │ 0.1899 0.3713 │ │ 24 │ f(x)= 0.54169 │ 7.15e-09 │ 0.1757 0.366 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004444 Total Core solution elapsed time: 2.17374 Linear solver elapsed time: 1.97923 (91%) Total elapsed time: 0 hrs 0 min 2 sec SUCCESS Testing example: Jakobshavn 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 = 3046 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating thicknesses Interpolating bedrock topography Constructing surface elevation Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties Set other boundary conditions boundary conditions for stressbalance model: spc set as observed velocities 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 Step 3: Control method friction checking model consistency INFO: the outlog will look better if only md.verbose.control is turned on marshalling file Jakobshavn.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: preparing initial solution x | Cost function f(x) | List of contributions ====================== step 1/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 89363.89 | 89280.58 83.31433 x = 1 | f(x) = 76234.74 | 76154.74 80.00512 ====================== step 2/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 76416.09 | 76336.07 80.02122 x = 1 | f(x) = 66667.06 | 66590.22 76.84629 ====================== step 3/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 66341.94 | 66265.12 76.82057 x = 1 | f(x) = 59236.12 | 59162.26 73.86055 ====================== step 4/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 58920.94 | 58847.11 73.82904 x = 1 | f(x) = 53598.23 | 53527.14 71.08546 ====================== step 5/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 53344.96 | 53273.91 71.05464 x = 1 | f(x) = 49643.94 | 49575.14 68.7982 ====================== step 6/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 49456.08 | 49387.31 68.77171 x = 1 | f(x) = 46751.11 | 46684.22 66.88241 ====================== step 7/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 46608.41 | 46541.55 66.85948 x = 1 | f(x) = 44738.76 | 44673.54 65.21319 ====================== step 8/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 44634.79 | 44569.6 65.19433 x = 1 | f(x) = 43374.35 | 43310.55 63.80219 ====================== step 9/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 43229.81 | 43166.04 63.77154 x = 1 | f(x) = 42186.1 | 42123.54 62.5627 ====================== step 10/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 42059.62 | 41997.08 62.53554 x = 1 | f(x) = 41202.93 | 41141.47 61.45245 ====================== step 11/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 41096.1 | 41034.68 61.42691 x = 1 | f(x) = 40360.09 | 40299.65 60.44179 ====================== step 12/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40267.04 | 40206.62 60.41795 x = 1 | f(x) = 39627.41 | 39567.9 59.50847 ====================== step 13/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39545.72 | 39486.23 59.48616 x = 1 | f(x) = 39003.04 | 38944.4 58.63879 ====================== step 14/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38933.02 | 38874.41 58.61774 x = 1 | f(x) = 38463.76 | 38405.94 57.81945 ====================== step 15/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38402.42 | 38344.62 57.79982 x = 1 | f(x) = 38037.59 | 37980.54 57.04745 x = 0.381966 | f(x) = 38149.66 | 38092.18 57.47378 x = 0.618034 | f(x) = 38099.72 | 38042.41 57.31471 x = 0.763932 | f(x) = 38051.17 | 37993.96 57.20521 x = 0.854102 | f(x) = 38012.55 | 37955.41 57.13404 x = 0.90983 | f(x) = 37983.95 | 37926.86 57.08845 ====================== step 16/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37971.42 | 37914.34 57.08297 x = 1 | f(x) = 37677.27 | 37620.88 56.3812 x = 0.381966 | f(x) = 37794.33 | 37737.55 56.78912 x = 0.618034 | f(x) = 37751.99 | 37695.36 56.63927 x = 0.763932 | f(x) = 37709.47 | 37652.93 56.53592 x = 0.854102 | f(x) = 37675.2 | 37618.73 56.46872 x = 0.90983 | f(x) = 37649.62 | 37593.2 56.42567 ====================== step 17/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37638.54 | 37582.12 56.42059 x = 1 | f(x) = 37369.28 | 37313.53 55.75399 x = 0.381966 | f(x) = 37475.4 | 37419.26 56.14166 x = 0.618034 | f(x) = 37437.25 | 37381.25 55.99942 x = 0.763932 | f(x) = 37398.42 | 37342.52 55.90123 x = 0.854102 | f(x) = 37366.93 | 37311.09 55.83739 x = 0.90983 | f(x) = 37343.35 | 37287.56 55.7965 ====================== step 18/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37333.02 | 37277.23 55.79169 x = 1 | f(x) = 37082.09 | 37026.94 55.15374 x = 0.381966 | f(x) = 37181.19 | 37125.66 55.5253 x = 0.618034 | f(x) = 37145.62 | 37090.23 55.38915 x = 0.763932 | f(x) = 37109.3 | 37054.01 55.29505 x = 0.854102 | f(x) = 37079.8 | 37024.57 55.23385 x = 0.90983 | f(x) = 37057.68 | 37002.49 55.19466 ====================== step 19/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37047.95 | 36992.76 55.19004 x = 1 | f(x) = 36822.28 | 36767.7 54.57745 x = 0.381966 | f(x) = 36906.9 | 36851.96 54.93407 x = 0.618034 | f(x) = 36874.3 | 36819.5 54.80343 x = 0.763932 | f(x) = 36842.53 | 36787.81 54.71314 x = 0.854102 | f(x) = 36816.93 | 36762.28 54.65441 x = 0.90983 | f(x) = 36797.79 | 36743.18 54.6168 ====================== step 20/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36789.31 | 36734.7 54.61236 x = 1 | f(x) = 36588.69 | 36534.67 54.02496 x = 0.381966 | f(x) = 36667.29 | 36612.93 54.36737 x = 0.618034 | f(x) = 36638.86 | 36584.62 54.24222 x = 0.763932 | f(x) = 36609.83 | 36555.67 54.15549 x = 0.854102 | f(x) = 36586.19 | 36532.09 54.09908 x = 0.90983 | f(x) = 36568.42 | 36514.36 54.06297 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.012048 Total Core solution elapsed time: 5.19216 Linear solver elapsed time: 4.29537 (83%) Total elapsed time: 0 hrs 0 min 5 sec loading results from cluster Plotting 2024-09-06 07:56:24.301 MATLAB[29609:31152256] XType: Using static font registry. SUCCESS Testing example: LcurveAnalysis 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 creating thickness creating drag creating flow law paramter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.00413 Total Core solution elapsed time: 0.119552 Linear solver elapsed time: 0.109438 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster 2024-09-06 07:56:33.640 MATLAB[29721:31152597] XType: Using static font registry. checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004082 Total Core solution elapsed time: 0.126288 Linear solver elapsed time: 0.116688 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster ------------------------------------------------------------ alpha iteration: 1/31, alpha value: 1e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.0003972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 7.5e-08 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 0.0001327 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 7.927e-06 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 0.0001068 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 2.844e-05 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 6.549e-05 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 5.715e-05 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 6.311e-05 │ │ 11 │ f(x)= 26.462 │ 2.72e-07 │ 26.46 8.565e-05 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 9.124e-05 │ │ 13 │ f(x)= 9.8226 │ 1.14e-07 │ 9.822 9.174e-05 │ │ 14 │ f(x)= 5.8087 │ 9.69e-08 │ 5.809 9.448e-05 │ │ 15 │ f(x)= 2.4896 │ 9.36e-08 │ 2.489 0.0001059 │ │ 16 │ f(x)= 1.7088 │ 3.9e-08 │ 1.709 0.0001056 │ │ 17 │ f(x)= 1.3549 │ 3.96e-08 │ 1.355 0.0001093 │ │ 18 │ f(x)= 0.88103 │ 4.29e-08 │ 0.8809 0.0001114 │ │ 19 │ f(x)= 0.47927 │ 1.58e-08 │ 0.4791 0.0001157 │ │ 20 │ f(x)= 0.39808 │ 1.12e-08 │ 0.398 0.0001159 │ │ 21 │ f(x)= 0.32628 │ 1.1e-08 │ 0.3262 0.0001175 │ │ 22 │ f(x)= 0.20229 │ 9.75e-09 │ 0.2022 0.0001245 │ │ 23 │ f(x)= 0.1927 │ 2e-08 │ 0.1926 0.000128 │ │ 24 │ f(x)= 0.13094 │ 9e-09 │ 0.1308 0.0001282 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.00443 Total Core solution elapsed time: 2.19082 Linear solver elapsed time: 1.99445 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 2/31, alpha value: 1.9953e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.0007924 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.496e-07 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 0.0002648 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 1.582e-05 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 0.0002131 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 5.675e-05 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0001307 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.000114 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 0.0001259 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.0001709 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 0.000182 │ │ 13 │ f(x)= 9.8226 │ 1.14e-07 │ 9.822 0.000183 │ │ 14 │ f(x)= 5.8088 │ 9.69e-08 │ 5.809 0.0001885 │ │ 15 │ f(x)= 2.4897 │ 9.36e-08 │ 2.489 0.0002114 │ │ 16 │ f(x)= 1.7088 │ 3.9e-08 │ 1.709 0.0002107 │ │ 17 │ f(x)= 1.355 │ 3.96e-08 │ 1.355 0.000218 │ │ 18 │ f(x)= 0.88111 │ 4.29e-08 │ 0.8809 0.0002223 │ │ 19 │ f(x)= 0.47936 │ 1.58e-08 │ 0.4791 0.0002308 │ │ 20 │ f(x)= 0.39819 │ 1.12e-08 │ 0.398 0.0002313 │ │ 21 │ f(x)= 0.32639 │ 1.1e-08 │ 0.3262 0.0002344 │ │ 22 │ f(x)= 0.2024 │ 9.75e-09 │ 0.2022 0.0002484 │ │ 23 │ f(x)= 0.19282 │ 2e-08 │ 0.1926 0.0002552 │ │ 24 │ f(x)= 0.13105 │ 9e-09 │ 0.1308 0.0002557 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004492 Total Core solution elapsed time: 2.16463 Linear solver elapsed time: 1.97349 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 3/31, alpha value: 3.9811e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.001581 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 2.986e-07 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.0005284 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 3.156e-05 │ │ 6 │ f(x)= 749.29 │ 7.53e-06 │ 749.3 0.0004251 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 0.0001132 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0002607 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0002275 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 0.0002512 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.000341 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 0.0003632 │ │ 13 │ f(x)= 9.8228 │ 1.14e-07 │ 9.822 0.0003652 │ │ 14 │ f(x)= 5.809 │ 9.69e-08 │ 5.809 0.0003761 │ │ 15 │ f(x)= 2.4898 │ 9.36e-08 │ 2.489 0.0004217 │ │ 16 │ f(x)= 1.709 │ 3.9e-08 │ 1.709 0.0004203 │ │ 17 │ f(x)= 1.3551 │ 3.96e-08 │ 1.355 0.0004349 │ │ 18 │ f(x)= 0.88126 │ 4.29e-08 │ 0.8808 0.0004435 │ │ 19 │ f(x)= 0.47955 │ 1.58e-08 │ 0.4791 0.0004603 │ │ 20 │ f(x)= 0.39839 │ 1.11e-08 │ 0.3979 0.0004613 │ │ 21 │ f(x)= 0.3266 │ 1.1e-08 │ 0.3261 0.0004675 │ │ 22 │ f(x)= 0.20261 │ 9.75e-09 │ 0.2021 0.0004953 │ │ 23 │ f(x)= 0.19306 │ 2e-08 │ 0.1926 0.0005089 │ │ 24 │ f(x)= 0.13126 │ 9e-09 │ 0.1308 0.0005098 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004509 Total Core solution elapsed time: 2.27605 Linear solver elapsed time: 2.07667 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 4/31, alpha value: 7.9433e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.003155 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 5.957e-07 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.001054 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 6.297e-05 │ │ 6 │ f(x)= 749.29 │ 7.53e-06 │ 749.3 0.0008482 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 0.0002259 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0005202 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0004539 │ │ 10 │ f(x)= 52.096 │ 4.15e-07 │ 52.1 0.0005013 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.0006803 │ │ 12 │ f(x)= 15.28 │ 1.65e-07 │ 15.28 0.0007247 │ │ 13 │ f(x)= 9.8232 │ 1.14e-07 │ 9.822 0.0007286 │ │ 14 │ f(x)= 5.8092 │ 9.69e-08 │ 5.808 0.0007503 │ │ 15 │ f(x)= 2.4901 │ 9.36e-08 │ 2.489 0.0008413 │ │ 16 │ f(x)= 1.7093 │ 3.9e-08 │ 1.708 0.0008383 │ │ 17 │ f(x)= 1.3554 │ 3.96e-08 │ 1.355 0.0008676 │ │ 18 │ f(x)= 0.88158 │ 4.29e-08 │ 0.8807 0.0008846 │ │ 19 │ f(x)= 0.47993 │ 1.58e-08 │ 0.479 0.000918 │ │ 20 │ f(x)= 0.3988 │ 1.11e-08 │ 0.3979 0.0009198 │ │ 21 │ f(x)= 0.32703 │ 1.1e-08 │ 0.3261 0.0009321 │ │ 22 │ f(x)= 0.20304 │ 9.74e-09 │ 0.202 0.0009873 │ │ 23 │ f(x)= 0.19354 │ 2e-08 │ 0.1925 0.001014 │ │ 24 │ f(x)= 0.1317 │ 8.99e-09 │ 0.1307 0.001016 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004475 Total Core solution elapsed time: 2.26688 Linear solver elapsed time: 2.06495 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 5/31, alpha value: 1.5849e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.006294 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.189e-06 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.002104 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 0.0001256 │ │ 6 │ f(x)= 749.27 │ 7.53e-06 │ 749.3 0.001692 │ │ 7 │ f(x)= 165.56 │ 1.42e-06 │ 165.6 0.0004508 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.001038 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0009057 │ │ 10 │ f(x)= 52.095 │ 4.15e-07 │ 52.09 0.001 │ │ 11 │ f(x)= 26.464 │ 2.72e-07 │ 26.46 0.001357 │ │ 12 │ f(x)= 15.28 │ 1.65e-07 │ 15.28 0.001446 │ │ 13 │ f(x)= 9.8239 │ 1.14e-07 │ 9.822 0.001454 │ │ 14 │ f(x)= 5.8098 │ 9.69e-08 │ 5.808 0.001497 │ │ 15 │ f(x)= 2.4907 │ 9.36e-08 │ 2.489 0.001678 │ │ 16 │ f(x)= 1.7099 │ 3.9e-08 │ 1.708 0.001672 │ │ 17 │ f(x)= 1.356 │ 3.96e-08 │ 1.354 0.00173 │ │ 18 │ f(x)= 0.88221 │ 4.29e-08 │ 0.8804 0.001764 │ │ 19 │ f(x)= 0.48069 │ 1.58e-08 │ 0.4789 0.00183 │ │ 20 │ f(x)= 0.39962 │ 1.11e-08 │ 0.3978 0.001833 │ │ 21 │ f(x)= 0.32787 │ 1.1e-08 │ 0.326 0.001857 │ │ 22 │ f(x)= 0.20388 │ 9.74e-09 │ 0.2019 0.001966 │ │ 23 │ f(x)= 0.19449 │ 2e-08 │ 0.1925 0.002017 │ │ 24 │ f(x)= 0.13256 │ 8.99e-09 │ 0.1305 0.00202 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004591 Total Core solution elapsed time: 2.24974 Linear solver elapsed time: 2.05093 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 6/31, alpha value: 3.1623e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.01256 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 2.372e-06 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.004197 │ │ 5 │ f(x)= 506.81 │ 3.41e-06 │ 506.8 0.0002507 │ │ 6 │ f(x)= 749.23 │ 7.53e-06 │ 749.2 0.003376 │ │ 7 │ f(x)= 165.56 │ 1.42e-06 │ 165.6 0.0008995 │ │ 8 │ f(x)= 112.92 │ 1.6e-06 │ 112.9 0.002071 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.001807 │ │ 10 │ f(x)= 52.092 │ 4.15e-07 │ 52.09 0.001995 │ │ 11 │ f(x)= 26.465 │ 2.72e-07 │ 26.46 0.002708 │ │ 12 │ f(x)= 15.281 │ 1.65e-07 │ 15.28 0.002884 │ │ 13 │ f(x)= 9.8253 │ 1.14e-07 │ 9.822 0.002899 │ │ 14 │ f(x)= 5.811 │ 9.69e-08 │ 5.808 0.002985 │ │ 15 │ f(x)= 2.4918 │ 9.36e-08 │ 2.488 0.003345 │ │ 16 │ f(x)= 1.711 │ 3.9e-08 │ 1.708 0.003332 │ │ 17 │ f(x)= 1.3571 │ 3.96e-08 │ 1.354 0.003447 │ │ 18 │ f(x)= 0.88346 │ 4.29e-08 │ 0.88 0.003513 │ │ 19 │ f(x)= 0.48219 │ 1.58e-08 │ 0.4785 0.003643 │ │ 20 │ f(x)= 0.40124 │ 1.11e-08 │ 0.3976 0.003648 │ │ 21 │ f(x)= 0.32955 │ 1.1e-08 │ 0.3259 0.003694 │ │ 22 │ f(x)= 0.20555 │ 9.73e-09 │ 0.2016 0.003905 │ │ 23 │ f(x)= 0.19636 │ 2.01e-08 │ 0.1924 0.004 │ │ 24 │ f(x)= 0.13426 │ 8.97e-09 │ 0.1303 0.004005 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004569 Total Core solution elapsed time: 2.21227 Linear solver elapsed time: 2.01777 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 7/31, alpha value: 6.3096e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.02506 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 4.732e-06 │ │ 4 │ f(x)= 2651 │ 1.75e-05 │ 2651 0.008374 │ │ 5 │ f(x)= 506.79 │ 3.41e-06 │ 506.8 0.0005002 │ │ 6 │ f(x)= 749.16 │ 7.53e-06 │ 749.2 0.006736 │ │ 7 │ f(x)= 165.54 │ 1.42e-06 │ 165.5 0.001795 │ │ 8 │ f(x)= 112.91 │ 1.6e-06 │ 112.9 0.004131 │ │ 9 │ f(x)= 75.26 │ 6.92e-07 │ 75.26 0.003605 │ │ 10 │ f(x)= 52.086 │ 4.15e-07 │ 52.08 0.003981 │ │ 11 │ f(x)= 26.467 │ 2.72e-07 │ 26.46 0.005401 │ │ 12 │ f(x)= 15.283 │ 1.65e-07 │ 15.28 0.005752 │ │ 13 │ f(x)= 9.8281 │ 1.14e-07 │ 9.822 0.005781 │ │ 14 │ f(x)= 5.8133 │ 9.69e-08 │ 5.807 0.00595 │ │ 15 │ f(x)= 2.4941 │ 9.36e-08 │ 2.487 0.006662 │ │ 16 │ f(x)= 1.7133 │ 3.89e-08 │ 1.707 0.006634 │ │ 17 │ f(x)= 1.3593 │ 3.96e-08 │ 1.352 0.006861 │ │ 18 │ f(x)= 0.88595 │ 4.28e-08 │ 0.879 0.006987 │ │ 19 │ f(x)= 0.48517 │ 1.58e-08 │ 0.4779 0.007237 │ │ 20 │ f(x)= 0.40445 │ 1.11e-08 │ 0.3972 0.007242 │ │ 21 │ f(x)= 0.33288 │ 1.1e-08 │ 0.3255 0.007328 │ │ 22 │ f(x)= 0.20884 │ 9.71e-09 │ 0.2011 0.007725 │ │ 23 │ f(x)= 0.20004 │ 2.02e-08 │ 0.1922 0.007888 │ │ 24 │ f(x)= 0.13758 │ 8.95e-09 │ 0.1297 0.007893 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004547 Total Core solution elapsed time: 2.24183 Linear solver elapsed time: 2.04663 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 8/31, alpha value: 1.2589e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.05 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 9.441e-06 │ │ 4 │ f(x)= 2650.9 │ 1.75e-05 │ 2651 0.01671 │ │ 5 │ f(x)= 506.76 │ 3.41e-06 │ 506.8 0.000998 │ │ 6 │ f(x)= 749.03 │ 7.53e-06 │ 749 0.01344 │ │ 7 │ f(x)= 165.52 │ 1.42e-06 │ 165.5 0.003581 │ │ 8 │ f(x)= 112.9 │ 1.6e-06 │ 112.9 0.008239 │ │ 9 │ f(x)= 75.261 │ 6.92e-07 │ 75.25 0.007192 │ │ 10 │ f(x)= 52.075 │ 4.15e-07 │ 52.07 0.007942 │ │ 11 │ f(x)= 26.472 │ 2.72e-07 │ 26.46 0.01077 │ │ 12 │ f(x)= 15.287 │ 1.65e-07 │ 15.28 0.01147 │ │ 13 │ f(x)= 9.8336 │ 1.14e-07 │ 9.822 0.01152 │ │ 14 │ f(x)= 5.8178 │ 9.69e-08 │ 5.806 0.01185 │ │ 15 │ f(x)= 2.4987 │ 9.35e-08 │ 2.485 0.01325 │ │ 16 │ f(x)= 1.7179 │ 3.89e-08 │ 1.705 0.01318 │ │ 17 │ f(x)= 1.3636 │ 3.95e-08 │ 1.35 0.01362 │ │ 18 │ f(x)= 0.89087 │ 4.28e-08 │ 0.877 0.01385 │ │ 19 │ f(x)= 0.49105 │ 1.58e-08 │ 0.4767 0.01432 │ │ 20 │ f(x)= 0.41077 │ 1.11e-08 │ 0.3965 0.01431 │ │ 21 │ f(x)= 0.3394 │ 1.1e-08 │ 0.3249 0.01445 │ │ 22 │ f(x)= 0.21524 │ 9.68e-09 │ 0.2001 0.01515 │ │ 23 │ f(x)= 0.20712 │ 2.03e-08 │ 0.1917 0.01538 │ │ 24 │ f(x)= 0.14393 │ 8.92e-09 │ 0.1286 0.01537 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004537 Total Core solution elapsed time: 2.21167 Linear solver elapsed time: 2.0168 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 9/31, alpha value: 2.5119e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.09976 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.884e-05 │ │ 4 │ f(x)= 2650.6 │ 1.75e-05 │ 2651 0.03332 │ │ 5 │ f(x)= 506.7 │ 3.4e-06 │ 506.7 0.001991 │ │ 6 │ f(x)= 748.75 │ 7.53e-06 │ 748.7 0.0268 │ │ 7 │ f(x)= 165.47 │ 1.42e-06 │ 165.5 0.007144 │ │ 8 │ f(x)= 112.87 │ 1.6e-06 │ 112.9 0.01643 │ │ 9 │ f(x)= 75.263 │ 6.92e-07 │ 75.25 0.01434 │ │ 10 │ f(x)= 52.052 │ 4.15e-07 │ 52.04 0.01584 │ │ 11 │ f(x)= 26.482 │ 2.72e-07 │ 26.46 0.02147 │ │ 12 │ f(x)= 15.295 │ 1.65e-07 │ 15.27 0.02285 │ │ 13 │ f(x)= 9.8446 │ 1.14e-07 │ 9.822 0.02292 │ │ 14 │ f(x)= 5.8268 │ 9.69e-08 │ 5.803 0.02354 │ │ 15 │ f(x)= 2.5076 │ 9.34e-08 │ 2.481 0.02626 │ │ 16 │ f(x)= 1.7268 │ 3.89e-08 │ 1.701 0.02608 │ │ 17 │ f(x)= 1.3721 │ 3.95e-08 │ 1.345 0.02691 │ │ 18 │ f(x)= 0.90047 │ 4.27e-08 │ 0.8732 0.0273 │ │ 19 │ f(x)= 0.50251 │ 1.57e-08 │ 0.4744 0.02808 │ │ 20 │ f(x)= 0.42306 │ 1.11e-08 │ 0.3951 0.02799 │ │ 21 │ f(x)= 0.35201 │ 1.1e-08 │ 0.3238 0.02819 │ │ 22 │ f(x)= 0.22742 │ 9.65e-09 │ 0.1982 0.02924 │ │ 23 │ f(x)= 0.22033 │ 2.06e-08 │ 0.191 0.02932 │ │ 24 │ f(x)= 0.15559 │ 8.91e-09 │ 0.1263 0.02925 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004589 Total Core solution elapsed time: 2.22293 Linear solver elapsed time: 2.02777 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 10/31, alpha value: 5.0119e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.199 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 3.759e-05 │ │ 4 │ f(x)= 2650 │ 1.75e-05 │ 2650 0.06645 │ │ 5 │ f(x)= 506.57 │ 3.4e-06 │ 506.6 0.003973 │ │ 6 │ f(x)= 748.2 │ 7.53e-06 │ 748.1 0.05341 │ │ 7 │ f(x)= 165.37 │ 1.42e-06 │ 165.4 0.01425 │ │ 8 │ f(x)= 112.81 │ 1.6e-06 │ 112.8 0.03274 │ │ 9 │ f(x)= 75.268 │ 6.92e-07 │ 75.24 0.02859 │ │ 10 │ f(x)= 52.006 │ 4.14e-07 │ 51.97 0.03157 │ │ 11 │ f(x)= 26.501 │ 2.72e-07 │ 26.46 0.04275 │ │ 12 │ f(x)= 15.31 │ 1.65e-07 │ 15.26 0.04544 │ │ 13 │ f(x)= 9.8662 │ 1.14e-07 │ 9.821 0.04549 │ │ 14 │ f(x)= 5.8443 │ 9.69e-08 │ 5.798 0.04661 │ │ 15 │ f(x)= 2.525 │ 9.33e-08 │ 2.473 0.05169 │ │ 16 │ f(x)= 1.7441 │ 3.89e-08 │ 1.693 0.05117 │ │ 17 │ f(x)= 1.3885 │ 3.94e-08 │ 1.336 0.05264 │ │ 18 │ f(x)= 0.91888 │ 4.25e-08 │ 0.8657 0.05313 │ │ 19 │ f(x)= 0.52432 │ 1.57e-08 │ 0.4701 0.05419 │ │ 20 │ f(x)= 0.44626 │ 1.11e-08 │ 0.3925 0.05373 │ │ 21 │ f(x)= 0.37552 │ 1.1e-08 │ 0.3217 0.0538 │ │ 22 │ f(x)= 0.24904 │ 9.7e-09 │ 0.1943 0.0547 │ │ 23 │ f(x)= 0.24513 │ 2.14e-08 │ 0.1915 0.05361 │ │ 24 │ f(x)= 0.17588 │ 9.03e-09 │ 0.1225 0.05334 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.00456 Total Core solution elapsed time: 2.25122 Linear solver elapsed time: 2.0545 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 11/31, alpha value: 1e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-31 │ │ 2 │ f(x)= 71316 │ 0.000249 │ 7.132e+04 0.3972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 7.5e-05 │ │ 4 │ f(x)= 2648.8 │ 1.75e-05 │ 2649 0.1324 │ │ 5 │ f(x)= 506.33 │ 3.4e-06 │ 506.3 0.007926 │ │ 6 │ f(x)= 747.1 │ 7.52e-06 │ 747 0.1063 │ │ 7 │ f(x)= 165.17 │ 1.41e-06 │ 165.1 0.02843 │ │ 8 │ f(x)= 112.7 │ 1.6e-06 │ 112.6 0.06515 │ │ 9 │ f(x)= 75.277 │ 6.93e-07 │ 75.22 0.05695 │ │ 10 │ f(x)= 51.914 │ 4.13e-07 │ 51.85 0.06289 │ │ 11 │ f(x)= 26.538 │ 2.72e-07 │ 26.45 0.08494 │ │ 12 │ f(x)= 15.34 │ 1.65e-07 │ 15.25 0.09009 │ │ 13 │ f(x)= 9.9083 │ 1.14e-07 │ 9.818 0.08979 │ │ 14 │ f(x)= 5.8778 │ 9.68e-08 │ 5.786 0.09155 │ │ 15 │ f(x)= 2.5582 │ 9.29e-08 │ 2.458 0.1005 │ │ 16 │ f(x)= 1.7765 │ 3.88e-08 │ 1.678 0.09881 │ │ 17 │ f(x)= 1.4188 │ 3.94e-08 │ 1.318 0.1011 │ │ 18 │ f(x)= 0.95274 │ 4.21e-08 │ 0.8517 0.101 │ │ 19 │ f(x)= 0.56408 │ 1.58e-08 │ 0.4627 0.1014 │ │ 20 │ f(x)= 0.488 │ 1.12e-08 │ 0.3884 0.09956 │ │ 21 │ f(x)= 0.41705 │ 1.12e-08 │ 0.3184 0.09862 │ │ 22 │ f(x)= 0.28568 │ 1e-08 │ 0.189 0.09667 │ │ 23 │ f(x)= 0.28121 │ 2.25e-08 │ 0.1903 0.09089 │ │ 24 │ f(x)= 0.20437 │ 9.54e-09 │ 0.1145 0.08988 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004632 Total Core solution elapsed time: 2.18425 Linear solver elapsed time: 1.99061 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 12/31, alpha value: 1.9953e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-31 │ │ 2 │ f(x)= 71316 │ 0.000249 │ 7.132e+04 0.7924 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0001496 │ │ 4 │ f(x)= 2646.5 │ 1.75e-05 │ 2646 0.2636 │ │ 5 │ f(x)= 505.83 │ 3.4e-06 │ 505.8 0.01581 │ │ 6 │ f(x)= 744.93 │ 7.5e-06 │ 744.7 0.2113 │ │ 7 │ f(x)= 164.78 │ 1.41e-06 │ 164.7 0.05669 │ │ 8 │ f(x)= 112.47 │ 1.59e-06 │ 112.3 0.1293 │ │ 9 │ f(x)= 75.295 │ 6.93e-07 │ 75.18 0.1133 │ │ 10 │ f(x)= 51.727 │ 4.11e-07 │ 51.6 0.125 │ │ 11 │ f(x)= 26.608 │ 2.72e-07 │ 26.44 0.1681 │ │ 12 │ f(x)= 15.398 │ 1.64e-07 │ 15.22 0.1775 │ │ 13 │ f(x)= 9.9877 │ 1.14e-07 │ 9.812 0.1754 │ │ 14 │ f(x)= 5.9387 │ 9.68e-08 │ 5.762 0.1771 │ │ 15 │ f(x)= 2.6183 │ 9.23e-08 │ 2.428 0.1904 │ │ 16 │ f(x)= 1.8337 │ 3.87e-08 │ 1.649 0.1851 │ │ 17 │ f(x)= 1.4709 │ 3.93e-08 │ 1.284 0.1873 │ │ 18 │ f(x)= 1.0103 │ 4.16e-08 │ 0.8264 0.184 │ │ 19 │ f(x)= 0.63073 │ 1.61e-08 │ 0.4515 0.1793 │ │ 20 │ f(x)= 0.55607 │ 1.16e-08 │ 0.3829 0.1732 │ │ 21 │ f(x)= 0.48233 │ 1.2e-08 │ 0.314 0.1683 │ │ 22 │ f(x)= 0.3383 │ 1.1e-08 │ 0.1828 0.1555 │ │ 23 │ f(x)= 0.32401 │ 2.36e-08 │ 0.1865 0.1375 │ │ 24 │ f(x)= 0.23509 │ 1.04e-08 │ 0.1012 0.1339 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004485 Total Core solution elapsed time: 2.26983 Linear solver elapsed time: 2.0695 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 13/31, alpha value: 3.9811e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-31 │ │ 2 │ f(x)= 71317 │ 0.000249 │ 7.132e+04 1.581 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0002986 │ │ 4 │ f(x)= 2641.8 │ 1.75e-05 │ 2641 0.5236 │ │ 5 │ f(x)= 504.84 │ 3.4e-06 │ 504.8 0.03154 │ │ 6 │ f(x)= 740.62 │ 7.47e-06 │ 740.2 0.4182 │ │ 7 │ f(x)= 164 │ 1.4e-06 │ 163.9 0.113 │ │ 8 │ f(x)= 112.02 │ 1.58e-06 │ 111.8 0.2555 │ │ 9 │ f(x)= 75.329 │ 6.95e-07 │ 75.1 0.2244 │ │ 10 │ f(x)= 51.343 │ 4.07e-07 │ 51.1 0.2478 │ │ 11 │ f(x)= 26.736 │ 2.73e-07 │ 26.41 0.33 │ │ 12 │ f(x)= 15.505 │ 1.64e-07 │ 15.16 0.3454 │ │ 13 │ f(x)= 10.129 │ 1.15e-07 │ 9.793 0.3359 │ │ 14 │ f(x)= 6.0385 │ 9.7e-08 │ 5.706 0.3329 │ │ 15 │ f(x)= 2.7172 │ 9.13e-08 │ 2.372 0.345 │ │ 16 │ f(x)= 1.9222 │ 3.89e-08 │ 1.594 0.3282 │ │ 17 │ f(x)= 1.5474 │ 3.95e-08 │ 1.221 0.3262 │ │ 18 │ f(x)= 1.095 │ 4.08e-08 │ 0.7836 0.3114 │ │ 19 │ f(x)= 0.72886 │ 1.74e-08 │ 0.4387 0.2902 │ │ 20 │ f(x)= 0.65102 │ 1.27e-08 │ 0.3776 0.2734 │ │ 21 │ f(x)= 0.5688 │ 1.37e-08 │ 0.3102 0.2586 │ │ 22 │ f(x)= 0.40718 │ 1.27e-08 │ 0.1807 0.2265 │ │ 23 │ f(x)= 0.35477 │ 1.95e-08 │ 0.1576 0.1972 │ │ 24 │ f(x)= 0.28407 │ 9.59e-09 │ 0.09237 0.1917 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004465 Total Core solution elapsed time: 2.22647 Linear solver elapsed time: 2.03094 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 14/31, alpha value: 7.9433e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-30 │ │ 2 │ f(x)= 71318 │ 0.000249 │ 7.132e+04 3.155 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0005957 │ │ 4 │ f(x)= 2632.6 │ 1.75e-05 │ 2632 1.035 │ │ 5 │ f(x)= 502.88 │ 3.39e-06 │ 502.8 0.06289 │ │ 6 │ f(x)= 732.15 │ 7.42e-06 │ 731.3 0.8211 │ │ 7 │ f(x)= 162.48 │ 1.38e-06 │ 162.3 0.2249 │ │ 8 │ f(x)= 111.16 │ 1.55e-06 │ 110.7 0.4996 │ │ 9 │ f(x)= 75.39 │ 6.99e-07 │ 74.95 0.4418 │ │ 10 │ f(x)= 50.528 │ 4e-07 │ 50.04 0.488 │ │ 11 │ f(x)= 26.939 │ 2.73e-07 │ 26.3 0.6385 │ │ 12 │ f(x)= 15.686 │ 1.64e-07 │ 15.03 0.6564 │ │ 13 │ f(x)= 10.347 │ 1.15e-07 │ 9.727 0.6193 │ │ 14 │ f(x)= 6.1591 │ 9.76e-08 │ 5.566 0.593 │ │ 15 │ f(x)= 2.8498 │ 8.9e-08 │ 2.27 0.5799 │ │ 16 │ f(x)= 2.0279 │ 3.93e-08 │ 1.493 0.5346 │ │ 17 │ f(x)= 1.6307 │ 3.96e-08 │ 1.112 0.519 │ │ 18 │ f(x)= 1.1982 │ 3.85e-08 │ 0.7189 0.4792 │ │ 19 │ f(x)= 0.86622 │ 2.08e-08 │ 0.4383 0.4279 │ │ 20 │ f(x)= 0.77055 │ 1.41e-08 │ 0.3755 0.3951 │ │ 21 │ f(x)= 0.6789 │ 1.52e-08 │ 0.3095 0.3694 │ │ 22 │ f(x)= 0.53209 │ 1.29e-08 │ 0.1964 0.3357 │ │ 23 │ f(x)= 0.48606 │ 1.48e-08 │ 0.1726 0.3134 │ │ 24 │ f(x)= 0.45428 │ 7.4e-09 │ 0.1458 0.3085 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004589 Total Core solution elapsed time: 2.20617 Linear solver elapsed time: 2.01106 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 15/31, alpha value: 1.5849e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-30 │ │ 2 │ f(x)= 71321 │ 0.000249 │ 7.132e+04 6.294 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.001188 │ │ 4 │ f(x)= 2614.6 │ 1.74e-05 │ 2613 2.027 │ │ 5 │ f(x)= 498.99 │ 3.37e-06 │ 498.9 0.1253 │ │ 6 │ f(x)= 715.74 │ 7.3e-06 │ 714.2 1.586 │ │ 7 │ f(x)= 159.59 │ 1.34e-06 │ 159.1 0.4465 │ │ 8 │ f(x)= 109.6 │ 1.51e-06 │ 108.6 0.9585 │ │ 9 │ f(x)= 75.481 │ 7.07e-07 │ 74.62 0.8584 │ │ 10 │ f(x)= 48.7 │ 3.84e-07 │ 47.75 0.9505 │ │ 11 │ f(x)= 27.145 │ 2.73e-07 │ 25.94 1.202 │ │ 12 │ f(x)= 15.936 │ 1.64e-07 │ 14.74 1.191 │ │ 13 │ f(x)= 10.553 │ 1.17e-07 │ 9.487 1.066 │ │ 14 │ f(x)= 6.1427 │ 9.86e-08 │ 5.177 0.9655 │ │ 15 │ f(x)= 2.9664 │ 8.05e-08 │ 2.076 0.8903 │ │ 16 │ f(x)= 2.1124 │ 3.89e-08 │ 1.309 0.8031 │ │ 17 │ f(x)= 1.701 │ 3.68e-08 │ 0.9295 0.7715 │ │ 18 │ f(x)= 1.3505 │ 3.01e-08 │ 0.6506 0.6999 │ │ 19 │ f(x)= 1.1135 │ 2.42e-08 │ 0.4919 0.6217 │ │ 20 │ f(x)= 0.98023 │ 1.54e-08 │ 0.4035 0.5768 │ │ 21 │ f(x)= 0.89005 │ 1.36e-08 │ 0.3359 0.5542 │ │ 22 │ f(x)= 0.80506 │ 1e-08 │ 0.2687 0.5364 │ │ 23 │ f(x)= 0.77753 │ 9.51e-09 │ 0.254 0.5236 │ │ 24 │ f(x)= 0.7725 │ 5.22e-09 │ 0.2529 0.5196 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004356 Total Core solution elapsed time: 2.17811 Linear solver elapsed time: 1.98064 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 16/31, alpha value: 3.1623e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-30 │ │ 2 │ f(x)= 71328 │ 0.000249 │ 7.132e+04 12.56 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.002371 │ │ 4 │ f(x)= 2579.7 │ 1.72e-05 │ 2576 3.899 │ │ 5 │ f(x)= 491.37 │ 3.34e-06 │ 491.1 0.2491 │ │ 6 │ f(x)= 684.91 │ 7.08e-06 │ 681.9 2.971 │ │ 7 │ f(x)= 154.31 │ 1.26e-06 │ 153.4 0.8809 │ │ 8 │ f(x)= 106.96 │ 1.42e-06 │ 105.2 1.772 │ │ 9 │ f(x)= 75.54 │ 7.22e-07 │ 73.91 1.626 │ │ 10 │ f(x)= 44.378 │ 3.49e-07 │ 42.55 1.826 │ │ 11 │ f(x)= 26.817 │ 2.68e-07 │ 24.66 2.155 │ │ 12 │ f(x)= 16.012 │ 1.64e-07 │ 14.03 1.986 │ │ 13 │ f(x)= 10.337 │ 1.21e-07 │ 8.699 1.638 │ │ 14 │ f(x)= 5.5311 │ 9.32e-08 │ 4.102 1.429 │ │ 15 │ f(x)= 3.1484 │ 5.6e-08 │ 1.806 1.343 │ │ 16 │ f(x)= 2.315 │ 3.11e-08 │ 1.092 1.223 │ │ 17 │ f(x)= 1.8526 │ 2.32e-08 │ 0.751 1.102 │ │ 18 │ f(x)= 1.6139 │ 2.65e-08 │ 0.6366 0.9773 │ │ 19 │ f(x)= 1.4507 │ 1.58e-08 │ 0.5291 0.9216 │ │ 20 │ f(x)= 1.3946 │ 7.97e-09 │ 0.4847 0.9099 │ │ 21 │ f(x)= 1.3627 │ 4.73e-09 │ 0.4615 0.9012 │ │ 22 │ f(x)= 1.3529 │ 2.96e-09 │ 0.4574 0.8955 │ │ 23 │ f(x)= 1.3518 │ 1.53e-09 │ 0.4584 0.8934 │ │ 24 │ f(x)= 1.3503 │ 1.11e-09 │ 0.4562 0.8941 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004611 Total Core solution elapsed time: 2.09272 Linear solver elapsed time: 1.90144 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 17/31, alpha value: 6.3096e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-29 │ │ 2 │ f(x)= 71340 │ 0.000249 │ 7.132e+04 25.06 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.004729 │ │ 4 │ f(x)= 2514.6 │ 1.69e-05 │ 2507 7.231 │ │ 5 │ f(x)= 476.73 │ 3.27e-06 │ 476.2 0.492 │ │ 6 │ f(x)= 630.13 │ 6.69e-06 │ 624.9 5.245 │ │ 7 │ f(x)= 145.64 │ 1.12e-06 │ 143.9 1.711 │ │ 8 │ f(x)= 103.26 │ 1.28e-06 │ 100.2 3.061 │ │ 9 │ f(x)= 75.109 │ 7.54e-07 │ 72.17 2.936 │ │ 10 │ f(x)= 35.538 │ 2.92e-07 │ 32.03 3.504 │ │ 11 │ f(x)= 23.763 │ 2.37e-07 │ 20.43 3.337 │ │ 12 │ f(x)= 12.756 │ 1.5e-07 │ 10.16 2.596 │ │ 13 │ f(x)= 8.4958 │ 1.21e-07 │ 6.236 2.259 │ │ 14 │ f(x)= 4.2447 │ 1.44e-07 │ 2.058 2.186 │ │ 15 │ f(x)= 3.7719 │ 4.92e-08 │ 1.792 1.98 │ │ 16 │ f(x)= 3.5023 │ 4.11e-08 │ 1.557 1.945 │ │ 17 │ f(x)= 2.9667 │ 5.72e-08 │ 1.111 1.856 │ │ 18 │ f(x)= 2.7003 │ 4.19e-08 │ 0.9679 1.732 │ │ 19 │ f(x)= 2.4567 │ 1.29e-08 │ 0.8783 1.578 │ │ 20 │ f(x)= 2.4154 │ 8.32e-09 │ 0.861 1.554 │ │ 21 │ f(x)= 2.3868 │ 5.1e-09 │ 0.8364 1.55 │ │ 22 │ f(x)= 2.3732 │ 2.58e-09 │ 0.8241 1.549 │ │ 23 │ f(x)= 2.368 │ 1.47e-09 │ 0.8177 1.55 │ │ 24 │ f(x)= 2.3671 │ 1.04e-09 │ 0.8168 1.55 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004476 Total Core solution elapsed time: 2.05339 Linear solver elapsed time: 1.87026 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 18/31, alpha value: 1.2589e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-29 │ │ 2 │ f(x)= 71365 │ 0.00025 │ 7.132e+04 50 │ │ 3 │ f(x)= 1194.8 │ 5.01e-06 │ 1195 0.009429 │ │ 4 │ f(x)= 2400.9 │ 1.64e-05 │ 2388 12.48 │ │ 5 │ f(x)= 449.89 │ 3.14e-06 │ 448.9 0.9526 │ │ 6 │ f(x)= 542.72 │ 6.03e-06 │ 534.4 8.318 │ │ 7 │ f(x)= 134.5 │ 9.25e-07 │ 131.3 3.189 │ │ 8 │ f(x)= 99.858 │ 1.09e-06 │ 95.13 4.728 │ │ 9 │ f(x)= 71.497 │ 8.08e-07 │ 66.59 4.908 │ │ 10 │ f(x)= 27.361 │ 2.91e-07 │ 22.58 4.781 │ │ 11 │ f(x)= 18.463 │ 1.81e-07 │ 14.19 4.269 │ │ 12 │ f(x)= 13.458 │ 1.52e-07 │ 9.475 3.983 │ │ 13 │ f(x)= 9.126 │ 1.55e-07 │ 5.443 3.683 │ │ 14 │ f(x)= 6.0482 │ 1.09e-07 │ 2.429 3.619 │ │ 15 │ f(x)= 5.5774 │ 7.11e-08 │ 2.322 3.255 │ │ 16 │ f(x)= 5.1381 │ 5.25e-08 │ 2.029 3.109 │ │ 17 │ f(x)= 4.3403 │ 2.96e-08 │ 1.498 2.842 │ │ 18 │ f(x)= 4.243 │ 1.55e-08 │ 1.539 2.704 │ │ 19 │ f(x)= 4.2032 │ 1.01e-08 │ 1.532 2.671 │ │ 20 │ f(x)= 4.1959 │ 5e-09 │ 1.534 2.662 │ │ 21 │ f(x)= 4.186 │ 3.03e-09 │ 1.526 2.66 │ │ 22 │ f(x)= 4.1745 │ 1.95e-09 │ 1.514 2.661 │ │ 23 │ f(x)= 4.1698 │ 8.56e-10 │ 1.509 2.661 │ │ 24 │ f(x)= 4.1694 │ 7.63e-10 │ 1.508 2.661 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004566 Total Core solution elapsed time: 1.95158 Linear solver elapsed time: 1.77269 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 19/31, alpha value: 2.5119e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-29 │ │ 2 │ f(x)= 71415 │ 0.00025 │ 7.132e+04 99.76 │ │ 3 │ f(x)= 1194.9 │ 5e-06 │ 1195 0.01879 │ │ 4 │ f(x)= 2229.3 │ 1.55e-05 │ 2210 18.88 │ │ 5 │ f(x)= 406.67 │ 2.92e-06 │ 404.9 1.731 │ │ 6 │ f(x)= 428.3 │ 5.09e-06 │ 417.1 11.18 │ │ 7 │ f(x)= 127.62 │ 8.59e-07 │ 122.2 5.376 │ │ 8 │ f(x)= 99.767 │ 9.13e-07 │ 93.47 6.301 │ │ 9 │ f(x)= 50.151 │ 7.36e-07 │ 42.46 7.691 │ │ 10 │ f(x)= 25.942 │ 2.9e-07 │ 19.57 6.376 │ │ 11 │ f(x)= 17.735 │ 1.49e-07 │ 11.3 6.435 │ │ 12 │ f(x)= 14.856 │ 1.54e-07 │ 8.565 6.291 │ │ 13 │ f(x)= 10.305 │ 1.29e-07 │ 4.442 5.863 │ │ 14 │ f(x)= 7.9344 │ 9.54e-08 │ 2.604 5.33 │ │ 15 │ f(x)= 7.5698 │ 8.64e-08 │ 2.521 5.048 │ │ 16 │ f(x)= 7.5498 │ 2.22e-08 │ 2.934 4.616 │ │ 17 │ f(x)= 7.4841 │ 1.98e-08 │ 2.894 4.59 │ │ 18 │ f(x)= 7.4563 │ 1.59e-08 │ 2.958 4.498 │ │ 19 │ f(x)= 7.3577 │ 1.14e-08 │ 2.862 4.496 │ │ 20 │ f(x)= 7.3385 │ 7.56e-09 │ 2.857 4.482 │ │ 21 │ f(x)= 7.3376 │ 2.51e-09 │ 2.855 4.483 │ │ 22 │ f(x)= 7.34 │ 1.37e-09 │ 2.858 4.482 │ │ 23 │ f(x)= 7.3403 │ 2.24e-09 │ 2.858 4.483 │ │ 24 │ f(x)= 7.3399 │ 2.28e-09 │ 2.857 4.483 │ │ 25 │ f(x)= 7.3397 │ 2.31e-09 │ 2.857 4.483 │ │ 26 │ f(x)= 7.3396 │ 2.33e-09 │ 2.857 4.483 │ │ 27 │ f(x)= 7.3396 │ 2.34e-09 │ 2.857 4.483 │ │ 28 │ f(x)= 7.3396 │ 2.35e-09 │ 2.857 4.483 │ │ 29 │ f(x)= 7.3396 │ 2.36e-09 │ 2.857 4.483 │ │ 30 │ f(x)= 7.3395 │ 2.36e-09 │ 2.857 4.483 │ │ 31 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 32 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 33 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 34 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 35 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 36 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 37 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 38 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 39 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 40 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004614 Total Core solution elapsed time: 2.21782 Linear solver elapsed time: 1.99584 (90%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 20/31, alpha value: 5.0119e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-29 │ │ 2 │ f(x)= 71514 │ 0.00025 │ 7.132e+04 199 │ │ 3 │ f(x)= 1195 │ 5e-06 │ 1195 0.03739 │ │ 4 │ f(x)= 2048.3 │ 1.46e-05 │ 2024 24.08 │ │ 5 │ f(x)= 360.35 │ 2.64e-06 │ 357.7 2.687 │ │ 6 │ f(x)= 325.84 │ 4.11e-06 │ 313.1 12.77 │ │ 7 │ f(x)= 119.09 │ 8.06e-07 │ 113.1 6.017 │ │ 8 │ f(x)= 95.44 │ 6.52e-07 │ 88.47 6.972 │ │ 9 │ f(x)= 56.855 │ 8e-07 │ 46.92 9.931 │ │ 10 │ f(x)= 39.071 │ 4.61e-07 │ 29.55 9.516 │ │ 11 │ f(x)= 24.564 │ 1.86e-07 │ 14.58 9.987 │ │ 12 │ f(x)= 21.157 │ 2e-07 │ 11.15 10.01 │ │ 13 │ f(x)= 15.703 │ 1.63e-07 │ 6.414 9.289 │ │ 14 │ f(x)= 13.315 │ 1.76e-07 │ 4.56 8.755 │ │ 15 │ f(x)= 12.983 │ 8.69e-08 │ 5.057 7.927 │ │ 16 │ f(x)= 13.11 │ 2.89e-08 │ 5.509 7.601 │ │ 17 │ f(x)= 12.992 │ 7.42e-08 │ 5.144 7.849 │ │ 18 │ f(x)= 12.988 │ 7.43e-08 │ 5.139 7.849 │ │ 19 │ f(x)= 12.988 │ 7.49e-08 │ 5.136 7.853 │ │ 20 │ f(x)= 12.991 │ 7.79e-08 │ 5.12 7.871 │ │ 21 │ f(x)= 12.991 │ 8.06e-08 │ 5.104 7.887 │ │ 22 │ f(x)= 12.99 │ 8.25e-08 │ 5.091 7.899 │ │ 23 │ f(x)= 12.991 │ 8.38e-08 │ 5.084 7.907 │ │ 24 │ f(x)= 12.99 │ 8.47e-08 │ 5.077 7.913 │ │ 25 │ f(x)= 12.991 │ 8.54e-08 │ 5.074 7.917 │ │ 26 │ f(x)= 12.99 │ 8.58e-08 │ 5.071 7.92 │ │ 27 │ f(x)= 12.99 │ 8.62e-08 │ 5.068 7.922 │ │ 28 │ f(x)= 12.989 │ 8.64e-08 │ 5.066 7.923 │ │ 29 │ f(x)= 12.989 │ 8.65e-08 │ 5.064 7.924 │ │ 30 │ f(x)= 12.988 │ 8.66e-08 │ 5.063 7.925 │ │ 31 │ f(x)= 12.988 │ 8.67e-08 │ 5.063 7.925 │ │ 32 │ f(x)= 12.988 │ 8.68e-08 │ 5.062 7.926 │ │ 33 │ f(x)= 12.988 │ 8.68e-08 │ 5.062 7.926 │ │ 34 │ f(x)= 12.988 │ 8.68e-08 │ 5.061 7.926 │ │ 35 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 36 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 37 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 38 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 39 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 40 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.927 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004583 Total Core solution elapsed time: 2.06735 Linear solver elapsed time: 1.856 (90%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 21/31, alpha value: 1e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-28 │ │ 2 │ f(x)= 71712 │ 0.000251 │ 7.132e+04 397.2 │ │ 3 │ f(x)= 1195.3 │ 4.99e-06 │ 1195 0.07421 │ │ 4 │ f(x)= 2034.2 │ 1.44e-05 │ 1998 36.28 │ │ 5 │ f(x)= 370.6 │ 2.67e-06 │ 366.8 3.796 │ │ 6 │ f(x)= 313.11 │ 3.94e-06 │ 296.6 16.48 │ │ 7 │ f(x)= 125.45 │ 7.9e-07 │ 117.9 7.531 │ │ 8 │ f(x)= 102.68 │ 6.55e-07 │ 93.8 8.884 │ │ 9 │ f(x)= 58.868 │ 7.4e-07 │ 44.27 14.59 │ │ 10 │ f(x)= 42.858 │ 3.92e-07 │ 28.75 14.11 │ │ 11 │ f(x)= 30.214 │ 2.06e-07 │ 15.55 14.66 │ │ 12 │ f(x)= 27.069 │ 2.27e-07 │ 12.64 14.43 │ │ 13 │ f(x)= 23.067 │ 2.36e-07 │ 8.939 14.13 │ │ 14 │ f(x)= 22.643 │ 1.56e-07 │ 9.7 12.94 │ │ 15 │ f(x)= 22.918 │ 7.35e-08 │ 10.63 12.29 │ │ 16 │ f(x)= 22.676 │ 1.41e-07 │ 9.84 12.84 │ │ 17 │ f(x)= 22.669 │ 1.41e-07 │ 9.832 12.84 │ │ 18 │ f(x)= 22.668 │ 1.42e-07 │ 9.826 12.84 │ │ 19 │ f(x)= 22.671 │ 1.45e-07 │ 9.804 12.87 │ │ 20 │ f(x)= 22.668 │ 1.48e-07 │ 9.778 12.89 │ │ 21 │ f(x)= 22.663 │ 1.51e-07 │ 9.757 12.91 │ │ 22 │ f(x)= 22.663 │ 1.52e-07 │ 9.746 12.92 │ │ 23 │ f(x)= 22.66 │ 1.53e-07 │ 9.736 12.92 │ │ 24 │ f(x)= 22.657 │ 1.54e-07 │ 9.727 12.93 │ │ 25 │ f(x)= 22.655 │ 1.54e-07 │ 9.721 12.93 │ │ 26 │ f(x)= 22.653 │ 1.55e-07 │ 9.716 12.94 │ │ 27 │ f(x)= 22.651 │ 1.55e-07 │ 9.713 12.94 │ │ 28 │ f(x)= 22.65 │ 1.55e-07 │ 9.71 12.94 │ │ 29 │ f(x)= 22.65 │ 1.55e-07 │ 9.709 12.94 │ │ 30 │ f(x)= 22.649 │ 1.56e-07 │ 9.707 12.94 │ │ 31 │ f(x)= 22.649 │ 1.56e-07 │ 9.707 12.94 │ │ 32 │ f(x)= 22.649 │ 1.56e-07 │ 9.706 12.94 │ │ 33 │ f(x)= 22.648 │ 1.56e-07 │ 9.706 12.94 │ │ 34 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 35 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 36 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 37 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 38 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 39 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 40 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004643 Total Core solution elapsed time: 1.94845 Linear solver elapsed time: 1.74601 (90%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 22/31, alpha value: 1.9953e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-28 │ │ 2 │ f(x)= 72108 │ 0.000253 │ 7.132e+04 792.4 │ │ 3 │ f(x)= 1195.9 │ 4.97e-06 │ 1196 0.1465 │ │ 4 │ f(x)= 2249.2 │ 1.52e-05 │ 2170 78.89 │ │ 5 │ f(x)= 455.91 │ 3.14e-06 │ 450.1 5.763 │ │ 6 │ f(x)= 537.82 │ 6.68e-06 │ 467.6 70.18 │ │ 7 │ f(x)= 174.46 │ 1.51e-06 │ 160.5 14 │ │ 8 │ f(x)= 144.68 │ 1.36e-06 │ 130.8 13.91 │ │ 9 │ f(x)= 115.64 │ 8.91e-07 │ 102.3 13.33 │ │ 10 │ f(x)= 61.962 │ 4.33e-07 │ 39.9 22.06 │ │ 11 │ f(x)= 53.493 │ 9.28e-07 │ 28.45 25.04 │ │ 12 │ f(x)= 49.873 │ 3.75e-07 │ 28.32 21.56 │ │ 13 │ f(x)= 46.699 │ 2.3e-07 │ 26.23 20.47 │ │ 14 │ f(x)= 43.816 │ 2.46e-07 │ 24.24 19.57 │ │ 15 │ f(x)= 40.609 │ 1.99e-07 │ 21.69 18.92 │ │ 16 │ f(x)= 39.455 │ 4.62e-07 │ 20 19.45 │ │ 17 │ f(x)= 38.82 │ 8.48e-08 │ 20.27 18.55 │ │ 18 │ f(x)= 38.667 │ 5.97e-08 │ 20.08 18.58 │ │ 19 │ f(x)= 38.202 │ 5.57e-08 │ 19.58 18.62 │ │ 20 │ f(x)= 37.955 │ 1.12e-07 │ 19.18 18.77 │ │ 21 │ f(x)= 37.924 │ 2.27e-08 │ 19.24 18.69 │ │ 22 │ f(x)= 37.924 │ 1.12e-08 │ 19.25 18.67 │ │ 23 │ f(x)= 37.924 │ 1.93e-08 │ 19.24 18.68 │ │ 24 │ f(x)= 37.884 │ 8.41e-09 │ 19.18 18.7 │ │ 25 │ f(x)= 37.89 │ 6.51e-09 │ 19.2 18.69 │ │ 26 │ f(x)= 37.883 │ 7.86e-09 │ 19.18 18.7 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004578 Total Core solution elapsed time: 1.90373 Linear solver elapsed time: 1.72905 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 23/31, alpha value: 3.9811e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-28 │ │ 2 │ f(x)= 72896 │ 0.000256 │ 7.132e+04 1581 │ │ 3 │ f(x)= 1197 │ 4.93e-06 │ 1197 0.2863 │ │ 4 │ f(x)= 1854.5 │ 1.38e-05 │ 1744 110.7 │ │ 5 │ f(x)= 363.81 │ 2.86e-06 │ 350.1 13.7 │ │ 6 │ f(x)= 554.86 │ 9.89e-06 │ 387.8 167 │ │ 7 │ f(x)= 223.29 │ 1.96e-06 │ 207.5 15.8 │ │ 8 │ f(x)= 189.12 │ 1.58e-06 │ 172.7 16.37 │ │ 9 │ f(x)= 158.91 │ 1.06e-06 │ 144.4 14.47 │ │ 10 │ f(x)= 100.33 │ 8.39e-07 │ 76.79 23.54 │ │ 11 │ f(x)= 89.996 │ 2.69e-06 │ 43.01 46.99 │ │ 12 │ f(x)= 81.884 │ 5.22e-07 │ 54.14 27.74 │ │ 13 │ f(x)= 80.243 │ 3.75e-07 │ 53.47 26.78 │ │ 14 │ f(x)= 74.268 │ 3.9e-07 │ 48.44 25.83 │ │ 15 │ f(x)= 71.276 │ 5e-07 │ 45.88 25.4 │ │ 16 │ f(x)= 67.8 │ 2.32e-07 │ 42.17 25.63 │ │ 17 │ f(x)= 66.774 │ 1.68e-07 │ 41.44 25.34 │ │ 18 │ f(x)= 65.473 │ 1.77e-07 │ 40.26 25.21 │ │ 19 │ f(x)= 64.258 │ 2.01e-07 │ 38.77 25.49 │ │ 20 │ f(x)= 63.946 │ 7.84e-08 │ 38.49 25.45 │ │ 21 │ f(x)= 63.789 │ 5.39e-08 │ 38.34 25.45 │ │ 22 │ f(x)= 63.627 │ 4.51e-08 │ 38.15 25.48 │ │ 23 │ f(x)= 63.534 │ 9.03e-08 │ 38.06 25.48 │ │ 24 │ f(x)= 63.523 │ 1.4e-08 │ 38.08 25.44 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004745 Total Core solution elapsed time: 1.92884 Linear solver elapsed time: 1.75305 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 24/31, alpha value: 7.9433e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-27 │ │ 2 │ f(x)= 74470 │ 0.000264 │ 7.132e+04 3155 │ │ 3 │ f(x)= 1199.2 │ 4.87e-06 │ 1199 0.5484 │ │ 4 │ f(x)= 774.16 │ 9.13e-06 │ 660 114.1 │ │ 5 │ f(x)= 335.5 │ 8.34e-06 │ 254.7 80.77 │ │ 6 │ f(x)= 270.28 │ 4.66e-06 │ 239.5 30.82 │ │ 7 │ f(x)= 206.2 │ 1.18e-06 │ 188.9 17.28 │ │ 8 │ f(x)= 191.31 │ 1.14e-06 │ 173.2 18.06 │ │ 9 │ f(x)= 160.85 │ 1.43e-06 │ 142.6 18.3 │ │ 10 │ f(x)= 146.16 │ 4.31e-06 │ 99.12 47.04 │ │ 11 │ f(x)= 123.96 │ 7.27e-07 │ 98.56 25.39 │ │ 12 │ f(x)= 120.61 │ 4.9e-07 │ 95.68 24.94 │ │ 13 │ f(x)= 114.64 │ 5.39e-07 │ 88.28 26.36 │ │ 14 │ f(x)= 108.99 │ 1.14e-06 │ 79.71 29.28 │ │ 15 │ f(x)= 106.18 │ 4.61e-07 │ 77.69 28.49 │ │ 16 │ f(x)= 104.33 │ 3.08e-07 │ 75.91 28.42 │ │ 17 │ f(x)= 102.8 │ 2.8e-07 │ 74.24 28.56 │ │ 18 │ f(x)= 100.88 │ 7.13e-07 │ 71.33 29.54 │ │ 19 │ f(x)= 100.39 │ 1.43e-07 │ 71.32 29.06 │ │ 20 │ f(x)= 100.22 │ 9.97e-08 │ 71.18 29.04 │ │ 21 │ f(x)= 99.68 │ 1.09e-07 │ 70.62 29.06 │ │ 22 │ f(x)= 99.264 │ 1.07e-07 │ 70.31 28.95 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004557 Total Core solution elapsed time: 1.69059 Linear solver elapsed time: 1.53393 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 25/31, alpha value: 1.5849e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-27 │ │ 2 │ f(x)= 77610 │ 0.000284 │ 7.132e+04 6294 │ │ 3 │ f(x)= 1203.3 │ 4.8e-06 │ 1202 1.011 │ │ 4 │ f(x)= 328.68 │ 7.4e-06 │ 219 109.7 │ │ 5 │ f(x)= 455.44 │ 2.08e-05 │ 199.6 255.9 │ │ 6 │ f(x)= 286.08 │ 6.46e-06 │ 212.1 74.02 │ │ 7 │ f(x)= 277 │ 2.54e-06 │ 245.8 31.22 │ │ 8 │ f(x)= 237.11 │ 1.81e-06 │ 210.7 26.39 │ │ 9 │ f(x)= 193.38 │ 2.74e-06 │ 169.3 24.07 │ │ 10 │ f(x)= 187.1 │ 5.3e-06 │ 148.9 38.24 │ │ 11 │ f(x)= 174.07 │ 1.18e-06 │ 154.4 19.67 │ │ 12 │ f(x)= 170.97 │ 8.01e-07 │ 152.1 18.82 │ │ 13 │ f(x)= 163.81 │ 8.7e-07 │ 144.1 19.71 │ │ 14 │ f(x)= 157.24 │ 1.22e-06 │ 135.7 21.52 │ │ 15 │ f(x)= 148.14 │ 7.94e-07 │ 123.2 24.92 │ │ 16 │ f(x)= 143.35 │ 5.68e-07 │ 117.6 25.77 │ │ 17 │ f(x)= 140.07 │ 1.07e-06 │ 112.6 27.46 │ │ 18 │ f(x)= 139.75 │ 2.69e-07 │ 113.4 26.3 │ │ 19 │ f(x)= 139.78 │ 1.65e-07 │ 113.7 26.09 │ │ 20 │ f(x)= 139.77 │ 2.48e-07 │ 113.5 26.26 │ │ 21 │ f(x)= 139.76 │ 2.49e-07 │ 113.5 26.26 │ │ 22 │ f(x)= 139.76 │ 2.5e-07 │ 113.5 26.26 │ │ 23 │ f(x)= 139.76 │ 2.54e-07 │ 113.5 26.27 │ │ 24 │ f(x)= 139.77 │ 2.59e-07 │ 113.5 26.28 │ │ 25 │ f(x)= 139.76 │ 2.62e-07 │ 113.5 26.28 │ │ 26 │ f(x)= 139.76 │ 2.64e-07 │ 113.5 26.29 │ │ 27 │ f(x)= 139.76 │ 2.66e-07 │ 113.5 26.29 │ │ 28 │ f(x)= 139.76 │ 2.67e-07 │ 113.5 26.29 │ │ 29 │ f(x)= 139.76 │ 2.68e-07 │ 113.5 26.29 │ │ 30 │ f(x)= 139.76 │ 2.68e-07 │ 113.5 26.29 │ │ 31 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 32 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 33 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 34 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 35 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 36 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 37 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 38 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 39 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 40 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004413 Total Core solution elapsed time: 1.87909 Linear solver elapsed time: 1.68337 (90%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 26/31, alpha value: 3.1623e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-27 │ │ 2 │ f(x)= 83874 │ 0.000334 │ 7.132e+04 1.256e+04 │ │ 3 │ f(x)= 1210.5 │ 4.8e-06 │ 1209 1.738 │ │ 4 │ f(x)= 506.75 │ 8.9e-06 │ 419.4 87.32 │ │ 5 │ f(x)= 446.42 │ 2.49e-05 │ 213.4 233 │ │ 6 │ f(x)= 316.22 │ 4.77e-06 │ 254.4 61.87 │ │ 7 │ f(x)= 299.43 │ 3.25e-06 │ 247.9 51.51 │ │ 8 │ f(x)= 256.47 │ 4.06e-06 │ 217.7 38.8 │ │ 9 │ f(x)= 228.37 │ 3.74e-06 │ 200.6 27.73 │ │ 10 │ f(x)= 232.34 │ 1.11e-05 │ 178.1 54.26 │ │ 11 │ f(x)= 214.17 │ 5.78e-06 │ 185.7 28.42 │ │ 12 │ f(x)= 202.2 │ 1.36e-06 │ 182.1 20.1 │ │ 13 │ f(x)= 200.37 │ 1.11e-06 │ 181.6 18.78 │ │ 14 │ f(x)= 196.33 │ 1.34e-06 │ 178.7 17.63 │ │ 15 │ f(x)= 190.45 │ 2.51e-06 │ 172.3 18.18 │ │ 16 │ f(x)= 184.77 │ 1.4e-06 │ 167.3 17.49 │ │ 17 │ f(x)= 178.36 │ 9.27e-07 │ 160.4 17.98 │ │ 18 │ f(x)= 175.09 │ 1.26e-06 │ 156.2 18.94 │ │ 19 │ f(x)= 173.88 │ 4.34e-07 │ 155 18.85 │ │ 20 │ f(x)= 173.88 │ 2.46e-07 │ 155.3 18.57 │ │ 21 │ f(x)= 173.87 │ 3.74e-07 │ 155.1 18.77 │ │ 22 │ f(x)= 173.74 │ 1.92e-07 │ 155.3 18.43 │ │ 23 │ f(x)= 173.49 │ 1.73e-07 │ 154.9 18.56 │ │ 24 │ f(x)= 173.28 │ 7.69e-08 │ 154.6 18.63 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004863 Total Core solution elapsed time: 1.75905 Linear solver elapsed time: 1.59787 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 27/31, alpha value: 6.3096e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-26 │ │ 2 │ f(x)= 96374 │ 0.000463 │ 7.132e+04 2.506e+04 │ │ 3 │ f(x)= 1220.7 │ 5.17e-06 │ 1218 2.747 │ │ 4 │ f(x)= 803.79 │ 1.05e-05 │ 746.4 57.41 │ │ 5 │ f(x)= 486.58 │ 2.52e-05 │ 311.5 175 │ │ 6 │ f(x)= 404.52 │ 7.55e-06 │ 309.5 95.03 │ │ 7 │ f(x)= 391.83 │ 5.62e-06 │ 320.6 71.25 │ │ 8 │ f(x)= 334.87 │ 6.84e-06 │ 275.2 59.65 │ │ 9 │ f(x)= 267.47 │ 6.44e-06 │ 228.2 39.3 │ │ 10 │ f(x)= 292.34 │ 2.26e-05 │ 197.7 94.63 │ │ 11 │ f(x)= 249.38 │ 9.38e-06 │ 210.2 39.18 │ │ 12 │ f(x)= 230.49 │ 2.77e-06 │ 202.3 28.19 │ │ 13 │ f(x)= 227.02 │ 1.92e-06 │ 202.1 24.94 │ │ 14 │ f(x)= 223.02 │ 2.08e-06 │ 200.6 22.4 │ │ 15 │ f(x)= 217.02 │ 3.26e-06 │ 198 19.04 │ │ 16 │ f(x)= 209.3 │ 2.61e-06 │ 193.8 15.52 │ │ 17 │ f(x)= 204 │ 1.75e-06 │ 191.3 12.74 │ │ 18 │ f(x)= 200.27 │ 2.3e-06 │ 188.7 11.54 │ │ 19 │ f(x)= 199.22 │ 1.16e-06 │ 188.3 10.88 │ │ 20 │ f(x)= 199.04 │ 4.76e-07 │ 188.4 10.68 │ │ 21 │ f(x)= 198.83 │ 2.83e-07 │ 188.2 10.66 │ │ 22 │ f(x)= 198.42 │ 2.33e-07 │ 187.7 10.73 │ │ 23 │ f(x)= 198.15 │ 3.63e-07 │ 187.3 10.88 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004778 Total Core solution elapsed time: 1.68808 Linear solver elapsed time: 1.53209 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 28/31, alpha value: 1.2589e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-26 │ │ 2 │ f(x)=1.2131e+05 │ 0.000758 │ 7.132e+04 5e+04 │ │ 3 │ f(x)= 1223.5 │ 7.24e-06 │ 1218 5.481 │ │ 4 │ f(x)= 1022.5 │ 1.16e-05 │ 989.3 33.28 │ │ 5 │ f(x)= 683.56 │ 2.96e-05 │ 536.1 147.5 │ │ 6 │ f(x)= 577.58 │ 1.1e-05 │ 469.9 107.7 │ │ 7 │ f(x)= 549.24 │ 9.18e-06 │ 463.2 86.04 │ │ 8 │ f(x)= 458.84 │ 1.14e-05 │ 382.5 76.32 │ │ 9 │ f(x)= 338.95 │ 1.22e-05 │ 275.2 63.75 │ │ 10 │ f(x)= 353.31 │ 3.76e-05 │ 207.9 145.4 │ │ 11 │ f(x)= 296.66 │ 1.92e-05 │ 226.2 70.47 │ │ 12 │ f(x)= 264.73 │ 5.2e-06 │ 219.1 45.63 │ │ 13 │ f(x)= 259.17 │ 3.62e-06 │ 219.4 39.79 │ │ 14 │ f(x)= 252.24 │ 3.87e-06 │ 217.1 35.1 │ │ 15 │ f(x)= 242.18 │ 5.91e-06 │ 214 28.19 │ │ 16 │ f(x)= 230.92 │ 5.22e-06 │ 210.7 20.25 │ │ 17 │ f(x)= 222.89 │ 3.51e-06 │ 209.5 13.35 │ │ 18 │ f(x)= 216.54 │ 4.2e-06 │ 208.9 7.667 │ │ 19 │ f(x)= 215.18 │ 3.7e-06 │ 208.4 6.772 │ │ 20 │ f(x)= 214.25 │ 1.05e-06 │ 208.3 5.937 │ │ 21 │ f(x)= 214.02 │ 6.32e-07 │ 208.2 5.769 │ │ 22 │ f(x)= 213.56 │ 5.64e-07 │ 207.9 5.675 │ │ 23 │ f(x)= 213.21 │ 5.86e-07 │ 207.5 5.733 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.0045 Total Core solution elapsed time: 1.65999 Linear solver elapsed time: 1.50592 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 29/31, alpha value: 2.5119e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-26 │ │ 2 │ f(x)=1.7108e+05 │ 0.00139 │ 7.132e+04 9.976e+04 │ │ 3 │ f(x)= 1228.9 │ 1.33e-05 │ 1218 10.94 │ │ 4 │ f(x)= 1151.7 │ 1.21e-05 │ 1134 17.99 │ │ 5 │ f(x)= 889.9 │ 1.67e-05 │ 813.2 76.67 │ │ 6 │ f(x)= 732.72 │ 3.17e-05 │ 597.5 135.2 │ │ 7 │ f(x)= 723.66 │ 1.49e-05 │ 637.5 86.12 │ │ 8 │ f(x)= 667.62 │ 1.09e-05 │ 600 67.66 │ │ 9 │ f(x)= 538.85 │ 1.7e-05 │ 469.4 69.44 │ │ 10 │ f(x)= 384.08 │ 1.72e-05 │ 314.4 69.7 │ │ 11 │ f(x)= 436.76 │ 6.77e-05 │ 213.5 223.2 │ │ 12 │ f(x)= 336.07 │ 3.16e-05 │ 241.6 94.42 │ │ 13 │ f(x)= 300.11 │ 7.93e-06 │ 236.9 63.19 │ │ 14 │ f(x)= 295.1 │ 5.57e-06 │ 238.9 56.17 │ │ 15 │ f(x)= 284.12 │ 7.87e-06 │ 235.9 48.22 │ │ 16 │ f(x)= 264.81 │ 1.15e-05 │ 228.6 36.18 │ │ 17 │ f(x)= 246.59 │ 1.85e-05 │ 219.9 26.72 │ │ 18 │ f(x)= 231.07 │ 6.7e-06 │ 219.5 11.56 │ │ 19 │ f(x)= 225.58 │ 3.84e-06 │ 219.1 6.499 │ │ 20 │ f(x)= 223.17 │ 2.84e-06 │ 218.8 4.384 │ │ 21 │ f(x)= 222.47 │ 4.84e-06 │ 218.5 3.95 │ │ 22 │ f(x)= 221.59 │ 1.02e-06 │ 218.4 3.145 │ │ 23 │ f(x)= 221.47 │ 6.48e-07 │ 218.4 3.085 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004565 Total Core solution elapsed time: 1.69798 Linear solver elapsed time: 1.53856 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 30/31, alpha value: 5.0119e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-26 │ │ 2 │ f(x)=2.7036e+05 │ 0.00266 │ 7.132e+04 1.99e+05 │ │ 3 │ f(x)= 1239.8 │ 2.67e-05 │ 1218 21.82 │ │ 4 │ f(x)= 1221.8 │ 1.25e-05 │ 1212 9.37 │ │ 5 │ f(x)= 1178 │ 9.84e-06 │ 1167 11.12 │ │ 6 │ f(x)= 1095.7 │ 1.57e-05 │ 1069 26.73 │ │ 7 │ f(x)= 964.08 │ 2.33e-05 │ 909.3 54.77 │ │ 8 │ f(x)= 763.52 │ 2.36e-05 │ 658.8 104.8 │ │ 9 │ f(x)= 633.85 │ 1.83e-05 │ 524.7 109.1 │ │ 10 │ f(x)= 463.52 │ 2.55e-05 │ 353.7 109.8 │ │ 11 │ f(x)= 416.05 │ 2.96e-05 │ 310.7 105.4 │ │ 12 │ f(x)= 405.46 │ 1.38e-05 │ 322.3 83.13 │ │ 13 │ f(x)= 387.64 │ 1.11e-05 │ 314.5 73.1 │ │ 14 │ f(x)= 360.09 │ 1.57e-05 │ 291.3 68.81 │ │ 15 │ f(x)= 309.28 │ 2.15e-05 │ 253.5 55.77 │ │ 16 │ f(x)= 273.31 │ 3.89e-05 │ 223.8 49.52 │ │ 17 │ f(x)= 243.49 │ 1.36e-05 │ 224.4 19.05 │ │ 18 │ f(x)= 233.58 │ 7.35e-06 │ 225.2 8.414 │ │ 19 │ f(x)= 229.03 │ 5.67e-06 │ 224.8 4.212 │ │ 20 │ f(x)= 227.95 │ 9.66e-06 │ 224.7 3.283 │ │ 21 │ f(x)= 226.31 │ 2.19e-06 │ 224.6 1.735 │ │ 22 │ f(x)= 226.05 │ 1.31e-06 │ 224.5 1.583 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004556 Total Core solution elapsed time: 1.59867 Linear solver elapsed time: 1.44903 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 31/31, alpha value: 1e-11 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-25 │ │ 2 │ f(x)=4.6847e+05 │ 0.00522 │ 7.132e+04 3.972e+05 │ │ 3 │ f(x)= 1261.5 │ 5.43e-05 │ 1218 43.54 │ │ 4 │ f(x)= 1256.5 │ 1.26e-05 │ 1252 4.789 │ │ 5 │ f(x)= 1248.1 │ 8.31e-06 │ 1244 3.961 │ │ 6 │ f(x)= 1180.1 │ 1.62e-05 │ 1165 15.5 │ │ 7 │ f(x)= 1118.9 │ 2.31e-05 │ 1089 29.63 │ │ 8 │ f(x)= 1022.4 │ 2.22e-05 │ 971.7 50.7 │ │ 9 │ f(x)= 810.58 │ 5.55e-05 │ 690.7 119.9 │ │ 10 │ f(x)= 699.58 │ 2.22e-05 │ 592.2 107.4 │ │ 11 │ f(x)= 636.15 │ 1.96e-05 │ 543.5 92.63 │ │ 12 │ f(x)= 566.63 │ 2.29e-05 │ 473.1 93.57 │ │ 13 │ f(x)= 484.12 │ 5.7e-05 │ 356 128.1 │ │ 14 │ f(x)= 459.3 │ 2.05e-05 │ 368.1 91.21 │ │ 15 │ f(x)= 430.26 │ 1.96e-05 │ 353.5 76.79 │ │ 16 │ f(x)= 352.38 │ 3.2e-05 │ 294.1 58.27 │ │ 17 │ f(x)= 271.51 │ 3.78e-05 │ 240.9 30.61 │ │ 18 │ f(x)= 319.35 │ 9.28e-05 │ 243.6 75.75 │ │ 19 │ f(x)= 248.24 │ 3.35e-05 │ 229.5 18.74 │ │ 20 │ f(x)= 233.89 │ 1.12e-05 │ 228.4 5.526 │ │ 21 │ f(x)= 230.82 │ 5.51e-06 │ 228 2.773 │ │ 22 │ f(x)= 229.56 │ 5.42e-06 │ 227.8 1.782 │ │ 23 │ f(x)= 228.6 │ 7.33e-06 │ 227.4 1.24 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004459 Total Core solution elapsed time: 1.72582 Linear solver elapsed time: 1.56559 (91%) Total elapsed time: 0 hrs 0 min 1 sec INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.765e-31 │ │ 2 │ f(x)= 71317 │ 0.000249 │ 7.132e+04 1.589 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0003 │ │ 4 │ f(x)= 2641.8 │ 1.75e-05 │ 2641 0.526 │ │ 5 │ f(x)= 504.83 │ 3.4e-06 │ 504.8 0.03169 │ │ 6 │ f(x)= 740.58 │ 7.47e-06 │ 740.2 0.4202 │ │ 7 │ f(x)= 163.99 │ 1.4e-06 │ 163.9 0.1135 │ │ 8 │ f(x)= 112.02 │ 1.58e-06 │ 111.8 0.2567 │ │ 9 │ f(x)= 75.329 │ 6.95e-07 │ 75.1 0.2255 │ │ 10 │ f(x)= 51.339 │ 4.07e-07 │ 51.09 0.249 │ │ 11 │ f(x)= 26.737 │ 2.73e-07 │ 26.41 0.3316 │ │ 12 │ f(x)= 15.506 │ 1.64e-07 │ 15.16 0.347 │ │ 13 │ f(x)= 10.13 │ 1.15e-07 │ 9.793 0.3374 │ │ 14 │ f(x)= 6.0393 │ 9.7e-08 │ 5.705 0.3343 │ │ 15 │ f(x)= 2.7181 │ 9.13e-08 │ 2.372 0.3463 │ │ 16 │ f(x)= 1.9229 │ 3.89e-08 │ 1.594 0.3294 │ │ 17 │ f(x)= 1.548 │ 3.95e-08 │ 1.221 0.3274 │ │ 18 │ f(x)= 1.0957 │ 4.08e-08 │ 0.7833 0.3124 │ │ 19 │ f(x)= 0.72964 │ 1.74e-08 │ 0.4386 0.291 │ │ 20 │ f(x)= 0.65174 │ 1.27e-08 │ 0.3776 0.2742 │ │ 21 │ f(x)= 0.56945 │ 1.37e-08 │ 0.3102 0.2592 │ │ 22 │ f(x)= 0.40776 │ 1.27e-08 │ 0.1807 0.227 │ │ 23 │ f(x)= 0.35508 │ 1.94e-08 │ 0.1573 0.1977 │ │ 24 │ f(x)= 0.28474 │ 9.57e-09 │ 0.09248 0.1923 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004541 Total Core solution elapsed time: 2.23784 Linear solver elapsed time: 2.04019 (91%) Total elapsed time: 0 hrs 0 min 2 sec SUCCESS Testing example: Mesh 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 2024-09-06 07:58:18.218 MATLAB[30964:31156003] XType: Using static font registry. Construction of a mesh from a given geometry Construction of a mesh from a given geometry Construction of a mesh from a given geometry Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 2587 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 1622 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 4550 SUCCESS Testing example: Pig 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 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 2075 2024-09-06 07:58:28.970 MATLAB[31043:31156302] XType: Using static font registry. Loading SeaRISE data from NetCDF Interpolating surface and ice base Constructing thickness Interpolating temperatures Loading velocities data from NetCDF Set observed velocities Set Pressure Construct ice rheological properties Interpolating surface mass balance Set geothermal heat flux Construct basal friction parameters Set boundary conditions boundary conditions for stressbalance model: spc set as observed velocities 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬──────────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼──────────────────────────────┤ │ 1 │ f(x)= 10553 │ 49.9 │ 1481 9071 3.153e-11│ │ 2 │ f(x)= 3074.6 │ 6.54 │ 59.58 3015 5.056e-10│ │ 3 │ f(x)= 2636.1 │ 5.27 │ 45.38 2591 6.23e-10│ │ 4 │ f(x)= 1451.8 │ 2.43 │ 17.34 1434 1.459e-09│ │ 5 │ f(x)= 913.05 │ 1.36 │ 7.811 905.2 2.589e-09│ │ 6 │ f(x)= 519.54 │ 0.681 │ 3.009 516.5 4.766e-09│ │ 7 │ f(x)= 300.11 │ 0.321 │ 1.582 298.5 8.128e-09│ │ 8 │ f(x)= 187.72 │ 0.181 │ 1.306 186.4 1.252e-08│ │ 9 │ f(x)= 185.22 │ 0.843 │ 1.484 183.7 1.736e-08│ │ 10 │ f(x)= 142.19 │ 0.164 │ 1.455 140.7 1.785e-08│ │ 11 │ f(x)= 137.81 │ 0.137 │ 1.484 136.3 1.83e-08│ │ 12 │ f(x)= 125.8 │ 0.0796 │ 1.535 124.3 2.039e-08│ │ 13 │ f(x)= 121.31 │ 0.0608 │ 1.518 119.8 2.132e-08│ │ 14 │ f(x)= 114.45 │ 0.057 │ 1.44 113 2.267e-08│ │ 15 │ f(x)= 110.88 │ 0.0557 │ 1.419 109.5 2.36e-08│ │ 16 │ f(x)= 108.01 │ 0.0509 │ 1.389 106.6 2.419e-08│ │ 17 │ f(x)= 105.92 │ 0.0371 │ 1.368 104.6 2.483e-08│ │ 18 │ f(x)= 104.32 │ 0.0319 │ 1.355 103 2.562e-08│ │ 19 │ f(x)= 102.04 │ 0.0404 │ 1.342 100.7 2.802e-08│ │ 20 │ f(x)= 101.22 │ 0.0607 │ 1.321 99.9 2.957e-08│ │ 21 │ f(x)= 100.39 │ 0.0737 │ 1.304 99.09 2.924e-08│ └────┴─────────────────┴────────────┴──────────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.011943 Total Core solution elapsed time: 2.67616 Linear solver elapsed time: 1.96975 (74%) Total elapsed time: 0 hrs 0 min 2 sec Extruding mesh Using HO Ice Flow Model uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.024714 Total Core solution elapsed time: 0.933247 Linear solver elapsed time: 0.615453 (66%) Total elapsed time: 0 hrs 0 min 0 sec SUCCESS Testing example: PigSensitivity 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011738 Total Core solution elapsed time: 4.27839 Linear solver elapsed time: 2.92994 (68%) Total elapsed time: 0 hrs 0 min 4 sec 2024-09-06 07:58:49.934 MATLAB[31194:31157017] XType: Using static font registry. uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011328 Total Core solution elapsed time: 4.28184 Linear solver elapsed time: 2.93203 (68%) Total elapsed time: 0 hrs 0 min 4 sec NOTE: using observed velocities to create constraints along new boundary boundary conditions for stressbalance model: spc set as observed velocities uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011481 Total Core solution elapsed time: 4.28604 Linear solver elapsed time: 2.92439 (68%) Total elapsed time: 0 hrs 0 min 4 sec uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.01116 Total Core solution elapsed time: 4.28997 Linear solver elapsed time: 2.93967 (69%) Total elapsed time: 0 hrs 0 min 4 sec SUCCESS Testing example: SquareIceShelf 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 creating thickness creating drag initial velocity creating flow law parameter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.003985 Total Core solution elapsed time: 0.127582 Linear solver elapsed time: 0.116903 (92%) Total elapsed time: 0 hrs 0 min 0 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: iteration 1/500 time [yr]: 1.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 2/500 time [yr]: 2.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 3/500 time [yr]: 3.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 4/500 time [yr]: 4.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 5/500 time [yr]: 5.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 6/500 time [yr]: 6.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 7/500 time [yr]: 7.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 8/500 time [yr]: 8.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 9/500 time [yr]: 9.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 10/500 time [yr]: 10.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 11/500 time [yr]: 11.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 16/500 time [yr]: 16.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 17/500 time [yr]: 17.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 18/500 time [yr]: 18.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 37/500 time [yr]: 37.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 38/500 time [yr]: 38.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 39/500 time [yr]: 39.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position 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call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 61/500 time [yr]: 61.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 62/500 time [yr]: 62.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 63/500 time [yr]: 63.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 206/500 time [yr]: 206.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 207/500 time [yr]: 207.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 208/500 time [yr]: 208.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 268/500 time [yr]: 268.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 269/500 time [yr]: 269.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 270/500 time [yr]: 270.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh 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basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 275/500 time [yr]: 275.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 276/500 time [yr]: 276.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 277/500 time [yr]: 277.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 292/500 time [yr]: 292.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 293/500 time [yr]: 293.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 294/500 time [yr]: 294.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 299/500 time [yr]: 299.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 300/500 time [yr]: 300.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 301/500 time [yr]: 301.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh 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line position updating vertices positions refining mesh call adjust base and thickness module iteration 316/500 time [yr]: 316.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 317/500 time [yr]: 317.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 318/500 time [yr]: 318.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 319/500 time [yr]: 319.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 320/500 time [yr]: 320.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 321/500 time [yr]: 321.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 322/500 time [yr]: 322.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 323/500 time [yr]: 323.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 324/500 time [yr]: 324.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 325/500 time [yr]: 325.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 330/500 time [yr]: 330.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 331/500 time [yr]: 331.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 332/500 time [yr]: 332.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh 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basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 337/500 time [yr]: 337.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 338/500 time [yr]: 338.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 339/500 time [yr]: 339.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 351/500 time [yr]: 351.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 352/500 time [yr]: 352.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 353/500 time [yr]: 353.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 354/500 time [yr]: 354.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 355/500 time [yr]: 355.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 356/500 time [yr]: 356.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module 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transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 361/500 time [yr]: 361.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 362/500 time [yr]: 362.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 363/500 time [yr]: 363.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 364/500 time [yr]: 364.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 365/500 time [yr]: 365.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 366/500 time [yr]: 366.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 367/500 time [yr]: 367.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 368/500 time [yr]: 368.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 369/500 time [yr]: 369.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 370/500 time [yr]: 370.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 392/500 time [yr]: 392.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 393/500 time [yr]: 393.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 394/500 time [yr]: 394.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh 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computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 406/500 time [yr]: 406.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 407/500 time [yr]: 407.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 408/500 time [yr]: 408.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position 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mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 423/500 time [yr]: 423.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 424/500 time [yr]: 424.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 425/500 time [yr]: 425.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 430/500 time [yr]: 430.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 431/500 time [yr]: 431.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 432/500 time [yr]: 432.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 433/500 time [yr]: 433.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 434/500 time [yr]: 434.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 435/500 time [yr]: 435.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 436/500 time [yr]: 436.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 437/500 time [yr]: 437.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 438/500 time [yr]: 438.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 439/500 time [yr]: 439.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating 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step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 444/500 time [yr]: 444.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 445/500 time [yr]: 445.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 446/500 time [yr]: 446.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 447/500 time [yr]: 447.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 448/500 time [yr]: 448.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 449/500 time [yr]: 449.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 450/500 time [yr]: 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 454/500 time [yr]: 454.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 455/500 time [yr]: 455.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 456/500 time [yr]: 456.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 457/500 time [yr]: 457.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 458/500 time [yr]: 458.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 459/500 time [yr]: 459.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 460/500 time [yr]: 460.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 461/500 time [yr]: 461.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 462/500 time [yr]: 462.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 463/500 time [yr]: 463.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 468/500 time [yr]: 468.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 469/500 time [yr]: 469.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 470/500 time [yr]: 470.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 471/500 time [yr]: 471.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 472/500 time [yr]: 472.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 473/500 time [yr]: 473.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 474/500 time [yr]: 474.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 475/500 time [yr]: 475.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 476/500 time [yr]: 476.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 477/500 time [yr]: 477.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 478/500 time [yr]: 478.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 479/500 time [yr]: 479.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 480/500 time [yr]: 480.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 481/500 time [yr]: 481.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 482/500 time [yr]: 482.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 483/500 time [yr]: 483.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 484/500 time [yr]: 484.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 485/500 time [yr]: 485.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 486/500 time [yr]: 486.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 487/500 time [yr]: 487.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 492/500 time [yr]: 492.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 493/500 time [yr]: 493.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 494/500 time [yr]: 494.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 495/500 time [yr]: 495.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 496/500 time [yr]: 496.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 497/500 time [yr]: 497.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 498/500 time [yr]: 498.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 499/500 time [yr]: 499.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 500/500 time [yr]: 500.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results write lock file: FemModel initialization elapsed time: 0.031267 Total Core solution elapsed time: 96.8205 Linear solver elapsed time: 45.4857 (47%) Total elapsed time: 0 hrs 1 min 36 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: iteration 1/500 time [yr]: 1.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 2/500 time [yr]: 2.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 3/500 time [yr]: 3.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 4/500 time [yr]: 4.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 5/500 time [yr]: 5.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 6/500 time [yr]: 6.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 7/500 time [yr]: 7.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 8/500 time [yr]: 8.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 9/500 time [yr]: 9.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 10/500 time [yr]: 10.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 11/500 time [yr]: 11.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 12/500 time [yr]: 12.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 13/500 time [yr]: 13.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 14/500 time [yr]: 14.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 15/500 time [yr]: 15.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 16/500 time [yr]: 16.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 17/500 time [yr]: 17.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 18/500 time [yr]: 18.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 19/500 time [yr]: 19.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 20/500 time [yr]: 20.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 21/500 time [yr]: 21.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 22/500 time [yr]: 22.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 23/500 time [yr]: 23.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 24/500 time [yr]: 24.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 25/500 time [yr]: 25.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 26/500 time [yr]: 26.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 27/500 time [yr]: 27.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 28/500 time [yr]: 28.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 29/500 time [yr]: 29.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 30/500 time [yr]: 30.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 31/500 time [yr]: 31.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 32/500 time [yr]: 32.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 33/500 time [yr]: 33.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 34/500 time [yr]: 34.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 35/500 time [yr]: 35.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 36/500 time [yr]: 36.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 37/500 time [yr]: 37.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 38/500 time [yr]: 38.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 39/500 time [yr]: 39.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 40/500 time [yr]: 40.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 41/500 time [yr]: 41.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 42/500 time [yr]: 42.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 43/500 time [yr]: 43.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 44/500 time [yr]: 44.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 45/500 time [yr]: 45.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 46/500 time [yr]: 46.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 47/500 time [yr]: 47.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 48/500 time [yr]: 48.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 49/500 time [yr]: 49.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 50/500 time [yr]: 50.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 51/500 time [yr]: 51.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 52/500 time [yr]: 52.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 53/500 time [yr]: 53.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 54/500 time [yr]: 54.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 55/500 time [yr]: 55.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 56/500 time [yr]: 56.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 57/500 time [yr]: 57.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 58/500 time [yr]: 58.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 59/500 time [yr]: 59.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 60/500 time [yr]: 60.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 61/500 time [yr]: 61.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 62/500 time [yr]: 62.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 63/500 time [yr]: 63.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 64/500 time [yr]: 64.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 65/500 time [yr]: 65.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 66/500 time [yr]: 66.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 67/500 time [yr]: 67.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 68/500 time [yr]: 68.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 69/500 time [yr]: 69.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 70/500 time [yr]: 70.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results 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computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 82/500 time [yr]: 82.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 83/500 time [yr]: 83.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 84/500 time [yr]: 84.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 85/500 time [yr]: 85.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 86/500 time [yr]: 86.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 87/500 time [yr]: 87.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 88/500 time [yr]: 88.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 89/500 time [yr]: 89.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 90/500 time [yr]: 90.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 91/500 time [yr]: 91.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new 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computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 106/500 time [yr]: 106.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 107/500 time [yr]: 107.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 108/500 time [yr]: 108.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module 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balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 113/500 time [yr]: 113.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 114/500 time [yr]: 114.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 115/500 time [yr]: 115.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 116/500 time [yr]: 116.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 117/500 time [yr]: 117.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 118/500 time [yr]: 118.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 119/500 time [yr]: 119.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 120/500 time [yr]: 120.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 121/500 time [yr]: 121.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 122/500 time [yr]: 122.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating 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computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 127/500 time [yr]: 127.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 128/500 time [yr]: 128.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 129/500 time [yr]: 129.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position 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computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 137/500 time [yr]: 137.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 138/500 time [yr]: 138.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 139/500 time [yr]: 139.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 140/500 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mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 144/500 time [yr]: 144.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 145/500 time [yr]: 145.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 146/500 time [yr]: 146.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 151/500 time [yr]: 151.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 152/500 time [yr]: 152.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 153/500 time [yr]: 153.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions 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velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 158/500 time [yr]: 158.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 159/500 time [yr]: 159.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 160/500 time [yr]: 160.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 175/500 time [yr]: 175.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 176/500 time [yr]: 176.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 177/500 time [yr]: 177.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 206/500 time [yr]: 206.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 207/500 time [yr]: 207.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 208/500 time [yr]: 208.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 237/500 time [yr]: 237.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 238/500 time [yr]: 238.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 239/500 time [yr]: 239.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 268/500 time [yr]: 268.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 269/500 time [yr]: 269.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 270/500 time [yr]: 270.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 299/500 time [yr]: 299.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 300/500 time [yr]: 300.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 301/500 time [yr]: 301.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 330/500 time [yr]: 330.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 331/500 time [yr]: 331.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 332/500 time [yr]: 332.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh 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transport call computational core computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 361/500 time [yr]: 361.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 362/500 time [yr]: 362.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 363/500 time [yr]: 363.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh 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computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 406/500 time [yr]: 406.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 407/500 time [yr]: 407.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 408/500 time [yr]: 408.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position 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mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 423/500 time [yr]: 423.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 424/500 time [yr]: 424.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 425/500 time [yr]: 425.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 454/500 time [yr]: 454.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 455/500 time [yr]: 455.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 456/500 time [yr]: 456.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and 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new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 499/500 time [yr]: 499.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 500/500 time [yr]: 500.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport call computational core computing new grounding line position updating vertices positions saving temporary results write lock file: FemModel initialization elapsed time: 0.031267 Total Core solution elapsed time: 96.8205 Linear solver elapsed time: 45.4857 (47%) Total elapsed time: 0 hrs 1 min 36 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 4.12.2-git-ab5eb81, 1 node, max. 1 thread] Info : Started on Fri Sep 6 07:49:01 2024 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 : [ 50%] 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 0.00102046s, CPU 0.000599s) 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 : [ 50%] 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 8.95188s, CPU 8.90896s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Fri Sep 6 07:49:10 2024 (From start: Wall 8.97767s, CPU 8.93088s) gmtmask: num vertices 7664 gmtmask: done Step 2: Define loads in meters of ice height equivalent 1 of 1 months done! Step 3: Parameterization Step 4: Solve Esa solver checking model consistency marshalling file EsaGRACE.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: 0.070867 Total Core solution elapsed time: 2.71218 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 2 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 4.12.2-git-ab5eb81, 1 node, max. 1 thread] Info : Started on Fri Sep 6 07:49:01 2024 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 : [ 50%] 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 0.00102046s, CPU 0.000599s) 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 : [ 50%] 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 8.95188s, CPU 8.90896s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Fri Sep 6 07:49:10 2024 (From start: Wall 8.97767s, CPU 8.93088s) gmtmask: num vertices 7664 gmtmask: done Step 2: Define loads in meters of ice height equivalent 1 of 1 months done! Step 3: Parameterization Step 4: Solve Esa solver checking model consistency marshalling file EsaGRACE.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: 0.070867 Total Core solution elapsed time: 2.71218 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 2 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 Step 5: Solve Esa solver checking model consistency marshalling file EsaWahr.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: 0.055275 Total Core solution elapsed time: 0.396975 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 Step 5: Solve Esa solver checking model consistency marshalling file EsaWahr.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: 0.055275 Total Core solution elapsed time: 0.396975 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 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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 | 947.2237 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: 0.04142 Total Core solution elapsed time: 18.7236 Linear solver elapsed time: 12.7443 (68%) Total elapsed time: 0 hrs 0 min 18 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49652e-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)=2.41911e-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)=2.61131e-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)=2.53581e-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 call computational core 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)=1.85071e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.46043e-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)=2.42445e-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 call computational core 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)=1.84098e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58486e-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 call computational core 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)=1.83246e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.54801e-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)=2.53151e-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 call computational core 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)=1.71738e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.54389e-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 call computational core 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)=1.72419e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43154e-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)=2.63484e-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 call computational core 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)=1.6408e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77831e-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 call computational core 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)=1.85299e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59965e-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 call computational core 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)=1.89415e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.42297e-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 call computational core 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)=1.77941e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.67718e-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 call computational core 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)=1.85544e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58184e-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 call computational core 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)=1.90815e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49131e-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 call computational core 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)=1.73683e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58362e-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 call computational core 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)=1.93856e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51052e-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 call computational core 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)=1.50495e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.40357e-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 call computational core 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)=1.67711e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43639e-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 call computational core 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)=1.80081e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50628e-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 call computational core 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)=1.73302e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64731e-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 call computational core 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)=1.77239e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.39321e-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 call computational core 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)=1.60314e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69335e-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 call computational core 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)=1.87681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58162e-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 call computational core 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)=1.63183e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58032e-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 call computational core 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)=1.67798e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55413e-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 call computational core 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)=1.8272e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4861e-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 call computational core 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)=1.78492e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51321e-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 call computational core 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)=1.79531e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52217e-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 call computational core 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)=1.72794e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4191e-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 call computational core 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)=1.7788e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.33954e-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 call computational core 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)=1.76826e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43631e-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 call computational core 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)=1.67118e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59876e-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 call computational core 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)=1.72546e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48465e-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 call computational core 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)=1.68426e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43843e-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 call computational core 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)=1.68298e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61217e-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 call computational core 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)=1.54426e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.39881e-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 call computational core 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)=1.89379e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4351e-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 call computational core 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)=1.52689e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.45083e-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 call computational core 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)=1.85347e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5982e-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 call computational core 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)=1.73261e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.47942e-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 call computational core 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)=1.65608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.38026e-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 call computational core 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)=1.78156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51688e-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 call computational core 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)=1.74186e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65103e-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 call computational core 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)=1.69568e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.44079e-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 call computational core 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)=1.52314e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50458e-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 call computational core 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)=1.76973e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60948e-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 call computational core 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)=1.85825e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60301e-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 call computational core 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)=1.77361e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59642e-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 call computational core 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)=1.80471e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60316e-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 call computational core 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)=1.72767e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51026e-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 call computational core 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)=1.94657e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43203e-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 call computational core 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)=1.6315e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51807e-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 call computational core 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)=1.69963e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51448e-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 call computational core 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)=1.68319e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.544e-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 call computational core 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)=2.02428e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63607e-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 call computational core 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)=1.7938e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.32419e-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 call computational core 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)=1.49127e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55129e-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 call computational core 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)=1.69936e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5831e-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 call computational core 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)=1.90609e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48249e-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 call computational core 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)=1.7702e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43722e-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 call computational core 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)=1.75672e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51907e-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 call computational core 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)=1.7416e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70083e-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 call computational core 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)=1.73918e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.46122e-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 call computational core 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)=1.95378e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50036e-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 call computational core 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)=1.5942e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.41914e-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 call computational core 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)=1.75628e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.38971e-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 call computational core 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)=1.57915e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55331e-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 call computational core 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)=1.65335e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.726e-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 call computational core 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)=1.56988e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.7142e-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 call computational core 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)=1.64082e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.44773e-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 call computational core 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)=1.75771e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50909e-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 call computational core 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)=1.60575e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58389e-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 call computational core 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)=1.75637e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.67005e-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 call computational core 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)=1.878e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68395e-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 call computational core 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)=1.62256e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63294e-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 call computational core 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)=2.06036e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58995e-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 call computational core 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)=1.60989e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76668e-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 call computational core 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)=1.9188e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51674e-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 call computational core 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)=1.79209e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52848e-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 call computational core 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)=1.82473e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60445e-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 call computational core 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)=1.69938e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.53768e-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 call computational core 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)=1.72052e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50115e-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 call computational core 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)=1.69282e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60271e-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 call computational core 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)=1.97545e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.41663e-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 call computational core 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)=1.8384e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52465e-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 call computational core 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)=1.71532e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50485e-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 call computational core 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)=1.67874e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.42304e-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 call computational core 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)=1.67616e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61214e-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 call computational core 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)=1.65761e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56215e-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 call computational core 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)=1.8844e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51306e-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 call computational core 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)=1.72274e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58175e-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 call computational core 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)=1.84382e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.31369e-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 call computational core 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)=1.50672e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48487e-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 call computational core 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)=1.70409e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60709e-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 call computational core 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)=1.67652e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.45758e-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 call computational core 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)=1.80356e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.455e-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 call computational core 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)=1.62554e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4757e-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 call computational core 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)=1.62646e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56151e-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 call computational core 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)=1.51362e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61764e-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 call computational core 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)=1.98968e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49587e-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 call computational core 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)=1.73257e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.47463e-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 call computational core 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)=1.87722e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.32661e-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 call computational core 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)=1.67948e-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: 0.030794 Total Core solution elapsed time: 14.427 Linear solver elapsed time: 9.87352 (68%) Total elapsed time: 0 hrs 0 min 14 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/1000 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/1000 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 3/1000 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 4/1000 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 5/1000 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/1000 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 7/1000 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 8/1000 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 9/1000 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 10/1000 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/1000 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 12/1000 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 13/1000 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 14/1000 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 15/1000 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/1000 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 17/1000 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 18/1000 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 19/1000 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 20/1000 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/1000 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 22/1000 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 23/1000 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 24/1000 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 25/1000 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/1000 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 27/1000 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 28/1000 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 29/1000 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 30/1000 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/1000 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 32/1000 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 33/1000 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 34/1000 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 35/1000 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/1000 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 37/1000 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 38/1000 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 39/1000 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 40/1000 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/1000 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 42/1000 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 43/1000 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 44/1000 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 45/1000 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/1000 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 47/1000 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 48/1000 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 49/1000 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 50/1000 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/1000 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 52/1000 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 53/1000 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 54/1000 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 55/1000 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/1000 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 57/1000 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 58/1000 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 59/1000 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 60/1000 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/1000 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 62/1000 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 63/1000 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 64/1000 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 65/1000 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/1000 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 67/1000 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 68/1000 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 69/1000 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 70/1000 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/1000 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 72/1000 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 73/1000 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 74/1000 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 75/1000 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/1000 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 77/1000 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 78/1000 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 79/1000 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 80/1000 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/1000 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 82/1000 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 83/1000 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 84/1000 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 85/1000 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/1000 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 87/1000 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 88/1000 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 89/1000 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 90/1000 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/1000 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 92/1000 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 93/1000 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 94/1000 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 95/1000 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/1000 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 97/1000 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 98/1000 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 99/1000 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 100/1000 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 101/1000 time [yr]: 20.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 102/1000 time [yr]: 20.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 103/1000 time [yr]: 20.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 104/1000 time [yr]: 20.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 105/1000 time [yr]: 21.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 106/1000 time [yr]: 21.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 107/1000 time [yr]: 21.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 108/1000 time [yr]: 21.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 109/1000 time [yr]: 21.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 110/1000 time [yr]: 22.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 111/1000 time [yr]: 22.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 112/1000 time [yr]: 22.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 113/1000 time [yr]: 22.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 114/1000 time [yr]: 22.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 115/1000 time [yr]: 23.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 116/1000 time [yr]: 23.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 117/1000 time [yr]: 23.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 118/1000 time [yr]: 23.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 119/1000 time [yr]: 23.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 120/1000 time [yr]: 24.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 121/1000 time [yr]: 24.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 122/1000 time [yr]: 24.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 123/1000 time [yr]: 24.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 124/1000 time [yr]: 24.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 125/1000 time [yr]: 25.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 126/1000 time [yr]: 25.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 127/1000 time [yr]: 25.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 128/1000 time [yr]: 25.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 129/1000 time [yr]: 25.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 130/1000 time [yr]: 26.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 131/1000 time [yr]: 26.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 132/1000 time [yr]: 26.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 133/1000 time [yr]: 26.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 134/1000 time [yr]: 26.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 135/1000 time [yr]: 27.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 136/1000 time [yr]: 27.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 137/1000 time [yr]: 27.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 138/1000 time [yr]: 27.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 139/1000 time [yr]: 27.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 140/1000 time [yr]: 28.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 141/1000 time [yr]: 28.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 142/1000 time [yr]: 28.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 143/1000 time [yr]: 28.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 144/1000 time [yr]: 28.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 145/1000 time [yr]: 29.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 146/1000 time [yr]: 29.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 147/1000 time [yr]: 29.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 148/1000 time [yr]: 29.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 149/1000 time [yr]: 29.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 150/1000 time [yr]: 30.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 151/1000 time [yr]: 30.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 152/1000 time [yr]: 30.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 153/1000 time [yr]: 30.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 154/1000 time [yr]: 30.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 155/1000 time [yr]: 31.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 156/1000 time [yr]: 31.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 157/1000 time [yr]: 31.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 158/1000 time [yr]: 31.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 159/1000 time [yr]: 31.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 160/1000 time [yr]: 32.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 161/1000 time [yr]: 32.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 162/1000 time [yr]: 32.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 163/1000 time [yr]: 32.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 164/1000 time [yr]: 32.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 165/1000 time [yr]: 33.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 166/1000 time [yr]: 33.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 167/1000 time [yr]: 33.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 168/1000 time [yr]: 33.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 169/1000 time [yr]: 33.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 170/1000 time [yr]: 34.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 171/1000 time [yr]: 34.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 172/1000 time [yr]: 34.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 173/1000 time [yr]: 34.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 174/1000 time [yr]: 34.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 175/1000 time [yr]: 35.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 176/1000 time [yr]: 35.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 177/1000 time [yr]: 35.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 178/1000 time [yr]: 35.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 179/1000 time [yr]: 35.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 180/1000 time [yr]: 36.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 181/1000 time [yr]: 36.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 182/1000 time [yr]: 36.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 183/1000 time [yr]: 36.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 184/1000 time [yr]: 36.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 185/1000 time [yr]: 37.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 186/1000 time [yr]: 37.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 187/1000 time [yr]: 37.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 188/1000 time [yr]: 37.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 189/1000 time [yr]: 37.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 190/1000 time [yr]: 38.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 191/1000 time [yr]: 38.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 192/1000 time [yr]: 38.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 193/1000 time [yr]: 38.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 194/1000 time [yr]: 38.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 195/1000 time [yr]: 39.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 196/1000 time [yr]: 39.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 197/1000 time [yr]: 39.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 198/1000 time [yr]: 39.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 199/1000 time [yr]: 39.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 200/1000 time [yr]: 40.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 201/1000 time [yr]: 40.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 202/1000 time [yr]: 40.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 203/1000 time [yr]: 40.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 204/1000 time [yr]: 40.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 205/1000 time [yr]: 41.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 206/1000 time [yr]: 41.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 207/1000 time [yr]: 41.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 208/1000 time [yr]: 41.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 209/1000 time [yr]: 41.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 210/1000 time [yr]: 42.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 211/1000 time [yr]: 42.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 212/1000 time [yr]: 42.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 213/1000 time [yr]: 42.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 214/1000 time [yr]: 42.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 215/1000 time [yr]: 43.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 216/1000 time [yr]: 43.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 217/1000 time [yr]: 43.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 218/1000 time [yr]: 43.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 219/1000 time [yr]: 43.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 220/1000 time [yr]: 44.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 221/1000 time [yr]: 44.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 222/1000 time [yr]: 44.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 223/1000 time [yr]: 44.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 224/1000 time [yr]: 44.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 225/1000 time [yr]: 45.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 226/1000 time [yr]: 45.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 227/1000 time [yr]: 45.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 228/1000 time [yr]: 45.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 229/1000 time [yr]: 45.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 230/1000 time [yr]: 46.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 231/1000 time [yr]: 46.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 232/1000 time [yr]: 46.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 233/1000 time [yr]: 46.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 234/1000 time [yr]: 46.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 235/1000 time [yr]: 47.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 236/1000 time [yr]: 47.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 237/1000 time [yr]: 47.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 238/1000 time [yr]: 47.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 239/1000 time [yr]: 47.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 240/1000 time [yr]: 48.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 241/1000 time [yr]: 48.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 242/1000 time [yr]: 48.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 243/1000 time [yr]: 48.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 244/1000 time [yr]: 48.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 245/1000 time [yr]: 49.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 246/1000 time [yr]: 49.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 247/1000 time [yr]: 49.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 248/1000 time [yr]: 49.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 249/1000 time [yr]: 49.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 250/1000 time [yr]: 50.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 251/1000 time [yr]: 50.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 252/1000 time [yr]: 50.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 253/1000 time [yr]: 50.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 254/1000 time [yr]: 50.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 255/1000 time [yr]: 51.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 256/1000 time [yr]: 51.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 257/1000 time [yr]: 51.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 258/1000 time [yr]: 51.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 259/1000 time [yr]: 51.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 260/1000 time [yr]: 52.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 261/1000 time [yr]: 52.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 262/1000 time [yr]: 52.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 263/1000 time [yr]: 52.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 264/1000 time [yr]: 52.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 265/1000 time [yr]: 53.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 266/1000 time [yr]: 53.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 267/1000 time [yr]: 53.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 268/1000 time [yr]: 53.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 269/1000 time [yr]: 53.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 270/1000 time [yr]: 54.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 271/1000 time [yr]: 54.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 272/1000 time [yr]: 54.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 273/1000 time [yr]: 54.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 274/1000 time [yr]: 54.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 275/1000 time [yr]: 55.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 276/1000 time [yr]: 55.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 277/1000 time [yr]: 55.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 278/1000 time [yr]: 55.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 279/1000 time [yr]: 55.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 280/1000 time [yr]: 56.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 281/1000 time [yr]: 56.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 282/1000 time [yr]: 56.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 283/1000 time [yr]: 56.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 284/1000 time [yr]: 56.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 285/1000 time [yr]: 57.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 286/1000 time [yr]: 57.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 287/1000 time [yr]: 57.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 288/1000 time [yr]: 57.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 289/1000 time [yr]: 57.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 290/1000 time [yr]: 58.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 291/1000 time [yr]: 58.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 292/1000 time [yr]: 58.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 293/1000 time [yr]: 58.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 294/1000 time [yr]: 58.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 295/1000 time [yr]: 59.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 296/1000 time [yr]: 59.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 297/1000 time [yr]: 59.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 298/1000 time [yr]: 59.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 299/1000 time [yr]: 59.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 300/1000 time [yr]: 60.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 301/1000 time [yr]: 60.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 302/1000 time [yr]: 60.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 303/1000 time [yr]: 60.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 304/1000 time [yr]: 60.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 305/1000 time [yr]: 61.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 306/1000 time [yr]: 61.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 307/1000 time [yr]: 61.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 308/1000 time [yr]: 61.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 309/1000 time [yr]: 61.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 310/1000 time [yr]: 62.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 311/1000 time [yr]: 62.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 312/1000 time [yr]: 62.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 313/1000 time [yr]: 62.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 314/1000 time [yr]: 62.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 315/1000 time [yr]: 63.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 316/1000 time [yr]: 63.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 317/1000 time [yr]: 63.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 318/1000 time [yr]: 63.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 319/1000 time [yr]: 63.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 320/1000 time [yr]: 64.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 321/1000 time [yr]: 64.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 322/1000 time [yr]: 64.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 323/1000 time [yr]: 64.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 324/1000 time [yr]: 64.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 325/1000 time [yr]: 65.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 326/1000 time [yr]: 65.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 327/1000 time [yr]: 65.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 328/1000 time [yr]: 65.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 329/1000 time [yr]: 65.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 330/1000 time [yr]: 66.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 331/1000 time [yr]: 66.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 332/1000 time [yr]: 66.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 333/1000 time [yr]: 66.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 334/1000 time [yr]: 66.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 335/1000 time [yr]: 67.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 336/1000 time [yr]: 67.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 337/1000 time [yr]: 67.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 338/1000 time [yr]: 67.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 339/1000 time [yr]: 67.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 340/1000 time [yr]: 68.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 341/1000 time [yr]: 68.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 342/1000 time [yr]: 68.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 343/1000 time [yr]: 68.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 344/1000 time [yr]: 68.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 345/1000 time [yr]: 69.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 346/1000 time [yr]: 69.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 347/1000 time [yr]: 69.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 348/1000 time [yr]: 69.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 349/1000 time [yr]: 69.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 350/1000 time [yr]: 70.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 351/1000 time [yr]: 70.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 352/1000 time [yr]: 70.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 353/1000 time [yr]: 70.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 354/1000 time [yr]: 70.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 355/1000 time [yr]: 71.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 356/1000 time [yr]: 71.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 357/1000 time [yr]: 71.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 358/1000 time [yr]: 71.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 359/1000 time [yr]: 71.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 360/1000 time [yr]: 72.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 361/1000 time [yr]: 72.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 362/1000 time [yr]: 72.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 363/1000 time [yr]: 72.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 364/1000 time [yr]: 72.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 365/1000 time [yr]: 73.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 366/1000 time [yr]: 73.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 367/1000 time [yr]: 73.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 368/1000 time [yr]: 73.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 369/1000 time [yr]: 73.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 370/1000 time [yr]: 74.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 371/1000 time [yr]: 74.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 372/1000 time [yr]: 74.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 373/1000 time [yr]: 74.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 374/1000 time [yr]: 74.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 375/1000 time [yr]: 75.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 376/1000 time [yr]: 75.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 377/1000 time [yr]: 75.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 378/1000 time [yr]: 75.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 379/1000 time [yr]: 75.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 380/1000 time [yr]: 76.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 381/1000 time [yr]: 76.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 382/1000 time [yr]: 76.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 383/1000 time [yr]: 76.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 384/1000 time [yr]: 76.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 385/1000 time [yr]: 77.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 386/1000 time [yr]: 77.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 387/1000 time [yr]: 77.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 388/1000 time [yr]: 77.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 389/1000 time [yr]: 77.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 390/1000 time [yr]: 78.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 391/1000 time [yr]: 78.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 392/1000 time [yr]: 78.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 393/1000 time [yr]: 78.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 394/1000 time [yr]: 78.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 395/1000 time [yr]: 79.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 396/1000 time [yr]: 79.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 397/1000 time [yr]: 79.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 398/1000 time [yr]: 79.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 399/1000 time [yr]: 79.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 400/1000 time [yr]: 80.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 401/1000 time [yr]: 80.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 402/1000 time [yr]: 80.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 403/1000 time [yr]: 80.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 404/1000 time [yr]: 80.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 405/1000 time [yr]: 81.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 406/1000 time [yr]: 81.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 407/1000 time [yr]: 81.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 408/1000 time [yr]: 81.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 409/1000 time [yr]: 81.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 410/1000 time [yr]: 82.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 411/1000 time [yr]: 82.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 412/1000 time [yr]: 82.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 413/1000 time [yr]: 82.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 414/1000 time [yr]: 82.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 415/1000 time [yr]: 83.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 416/1000 time [yr]: 83.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 417/1000 time [yr]: 83.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 418/1000 time [yr]: 83.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 419/1000 time [yr]: 83.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 420/1000 time [yr]: 84.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 421/1000 time [yr]: 84.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 422/1000 time [yr]: 84.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 423/1000 time [yr]: 84.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 424/1000 time [yr]: 84.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 425/1000 time [yr]: 85.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 426/1000 time [yr]: 85.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 427/1000 time [yr]: 85.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 428/1000 time [yr]: 85.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 429/1000 time [yr]: 85.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 430/1000 time [yr]: 86.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 431/1000 time [yr]: 86.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 432/1000 time [yr]: 86.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 433/1000 time [yr]: 86.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 434/1000 time [yr]: 86.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 435/1000 time [yr]: 87.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 436/1000 time [yr]: 87.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 437/1000 time [yr]: 87.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 438/1000 time [yr]: 87.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 439/1000 time [yr]: 87.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 440/1000 time [yr]: 88.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 441/1000 time [yr]: 88.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 442/1000 time [yr]: 88.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 443/1000 time [yr]: 88.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 444/1000 time [yr]: 88.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 445/1000 time [yr]: 89.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 446/1000 time [yr]: 89.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 447/1000 time [yr]: 89.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 448/1000 time [yr]: 89.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 449/1000 time [yr]: 89.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 450/1000 time [yr]: 90.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 451/1000 time [yr]: 90.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 452/1000 time [yr]: 90.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 453/1000 time [yr]: 90.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 454/1000 time [yr]: 90.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 455/1000 time [yr]: 91.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 456/1000 time [yr]: 91.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 457/1000 time [yr]: 91.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 458/1000 time [yr]: 91.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 459/1000 time [yr]: 91.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 460/1000 time [yr]: 92.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 461/1000 time [yr]: 92.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 462/1000 time [yr]: 92.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 463/1000 time [yr]: 92.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 464/1000 time [yr]: 92.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 465/1000 time [yr]: 93.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 466/1000 time [yr]: 93.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 467/1000 time [yr]: 93.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 468/1000 time [yr]: 93.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 469/1000 time [yr]: 93.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 470/1000 time [yr]: 94.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 471/1000 time [yr]: 94.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 472/1000 time [yr]: 94.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 473/1000 time [yr]: 94.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 474/1000 time [yr]: 94.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 475/1000 time [yr]: 95.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 476/1000 time [yr]: 95.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 477/1000 time [yr]: 95.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 478/1000 time [yr]: 95.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 479/1000 time [yr]: 95.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 480/1000 time [yr]: 96.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 481/1000 time [yr]: 96.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 482/1000 time [yr]: 96.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 483/1000 time [yr]: 96.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 484/1000 time [yr]: 96.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 485/1000 time [yr]: 97.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 486/1000 time [yr]: 97.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 487/1000 time [yr]: 97.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 488/1000 time [yr]: 97.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 489/1000 time [yr]: 97.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 490/1000 time [yr]: 98.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 491/1000 time [yr]: 98.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 492/1000 time [yr]: 98.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 493/1000 time [yr]: 98.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 494/1000 time [yr]: 98.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 495/1000 time [yr]: 99.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 496/1000 time [yr]: 99.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 497/1000 time [yr]: 99.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 498/1000 time [yr]: 99.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 499/1000 time [yr]: 99.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 500/1000 time [yr]: 100.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 501/1000 time [yr]: 100.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 502/1000 time [yr]: 100.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 503/1000 time [yr]: 100.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 504/1000 time [yr]: 100.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 505/1000 time [yr]: 101.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 506/1000 time [yr]: 101.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 507/1000 time [yr]: 101.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 508/1000 time [yr]: 101.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 509/1000 time [yr]: 101.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 510/1000 time [yr]: 102.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 511/1000 time [yr]: 102.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 512/1000 time [yr]: 102.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 513/1000 time [yr]: 102.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 514/1000 time [yr]: 102.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 515/1000 time [yr]: 103.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 516/1000 time [yr]: 103.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 517/1000 time [yr]: 103.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 518/1000 time [yr]: 103.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 519/1000 time [yr]: 103.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 520/1000 time [yr]: 104.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 521/1000 time [yr]: 104.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 522/1000 time [yr]: 104.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 523/1000 time [yr]: 104.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 524/1000 time [yr]: 104.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 525/1000 time [yr]: 105.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 526/1000 time [yr]: 105.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 527/1000 time [yr]: 105.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 528/1000 time [yr]: 105.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 529/1000 time [yr]: 105.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 530/1000 time [yr]: 106.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 531/1000 time [yr]: 106.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 532/1000 time [yr]: 106.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 533/1000 time [yr]: 106.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 534/1000 time [yr]: 106.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 535/1000 time [yr]: 107.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 536/1000 time [yr]: 107.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 537/1000 time [yr]: 107.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 538/1000 time [yr]: 107.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 539/1000 time [yr]: 107.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 540/1000 time [yr]: 108.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 541/1000 time [yr]: 108.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 542/1000 time [yr]: 108.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 543/1000 time [yr]: 108.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 544/1000 time [yr]: 108.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 545/1000 time [yr]: 109.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 546/1000 time [yr]: 109.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 547/1000 time [yr]: 109.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 548/1000 time [yr]: 109.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 549/1000 time [yr]: 109.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 550/1000 time [yr]: 110.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 551/1000 time [yr]: 110.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 552/1000 time [yr]: 110.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 553/1000 time [yr]: 110.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 554/1000 time [yr]: 110.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 555/1000 time [yr]: 111.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 556/1000 time [yr]: 111.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 557/1000 time [yr]: 111.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 558/1000 time [yr]: 111.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 559/1000 time [yr]: 111.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 560/1000 time [yr]: 112.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 561/1000 time [yr]: 112.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 562/1000 time [yr]: 112.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 563/1000 time [yr]: 112.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 564/1000 time [yr]: 112.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 565/1000 time [yr]: 113.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 566/1000 time [yr]: 113.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 567/1000 time [yr]: 113.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 568/1000 time [yr]: 113.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 569/1000 time [yr]: 113.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 570/1000 time [yr]: 114.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 571/1000 time [yr]: 114.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 572/1000 time [yr]: 114.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 573/1000 time [yr]: 114.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 574/1000 time [yr]: 114.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 575/1000 time [yr]: 115.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 576/1000 time [yr]: 115.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 577/1000 time [yr]: 115.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 578/1000 time [yr]: 115.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 579/1000 time [yr]: 115.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 580/1000 time [yr]: 116.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 581/1000 time [yr]: 116.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 582/1000 time [yr]: 116.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 583/1000 time [yr]: 116.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 584/1000 time [yr]: 116.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 585/1000 time [yr]: 117.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 586/1000 time [yr]: 117.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 587/1000 time [yr]: 117.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 588/1000 time [yr]: 117.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 589/1000 time [yr]: 117.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 590/1000 time [yr]: 118.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 591/1000 time [yr]: 118.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 592/1000 time [yr]: 118.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 593/1000 time [yr]: 118.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 594/1000 time [yr]: 118.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 595/1000 time [yr]: 119.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 596/1000 time [yr]: 119.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 597/1000 time [yr]: 119.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 598/1000 time [yr]: 119.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 599/1000 time [yr]: 119.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 600/1000 time [yr]: 120.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 601/1000 time [yr]: 120.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 602/1000 time [yr]: 120.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 603/1000 time [yr]: 120.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 604/1000 time [yr]: 120.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 605/1000 time [yr]: 121.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 606/1000 time [yr]: 121.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 607/1000 time [yr]: 121.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 608/1000 time [yr]: 121.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 609/1000 time [yr]: 121.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 610/1000 time [yr]: 122.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 611/1000 time [yr]: 122.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 612/1000 time [yr]: 122.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 613/1000 time [yr]: 122.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 614/1000 time [yr]: 122.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 615/1000 time [yr]: 123.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 616/1000 time [yr]: 123.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 617/1000 time [yr]: 123.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 618/1000 time [yr]: 123.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 619/1000 time [yr]: 123.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 620/1000 time [yr]: 124.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 621/1000 time [yr]: 124.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 622/1000 time [yr]: 124.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 623/1000 time [yr]: 124.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 624/1000 time [yr]: 124.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 625/1000 time [yr]: 125.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 626/1000 time [yr]: 125.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 627/1000 time [yr]: 125.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 628/1000 time [yr]: 125.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 629/1000 time [yr]: 125.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 630/1000 time [yr]: 126.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 631/1000 time [yr]: 126.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 632/1000 time [yr]: 126.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 633/1000 time [yr]: 126.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 634/1000 time [yr]: 126.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 635/1000 time [yr]: 127.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 636/1000 time [yr]: 127.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 637/1000 time [yr]: 127.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 638/1000 time [yr]: 127.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 639/1000 time [yr]: 127.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 640/1000 time [yr]: 128.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 641/1000 time [yr]: 128.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 642/1000 time [yr]: 128.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 643/1000 time [yr]: 128.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 644/1000 time [yr]: 128.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 645/1000 time [yr]: 129.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 646/1000 time [yr]: 129.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 647/1000 time [yr]: 129.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 648/1000 time [yr]: 129.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 649/1000 time [yr]: 129.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 650/1000 time [yr]: 130.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 651/1000 time [yr]: 130.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 652/1000 time [yr]: 130.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 653/1000 time [yr]: 130.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 654/1000 time [yr]: 130.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 655/1000 time [yr]: 131.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 656/1000 time [yr]: 131.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 657/1000 time [yr]: 131.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 658/1000 time [yr]: 131.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 659/1000 time [yr]: 131.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 660/1000 time [yr]: 132.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 661/1000 time [yr]: 132.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 662/1000 time [yr]: 132.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 663/1000 time [yr]: 132.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 664/1000 time [yr]: 132.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 665/1000 time [yr]: 133.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 666/1000 time [yr]: 133.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 667/1000 time [yr]: 133.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 668/1000 time [yr]: 133.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 669/1000 time [yr]: 133.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 670/1000 time [yr]: 134.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 671/1000 time [yr]: 134.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 672/1000 time [yr]: 134.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 673/1000 time [yr]: 134.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 674/1000 time [yr]: 134.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 675/1000 time [yr]: 135.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 676/1000 time [yr]: 135.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 677/1000 time [yr]: 135.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 678/1000 time [yr]: 135.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 679/1000 time [yr]: 135.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 680/1000 time [yr]: 136.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 681/1000 time [yr]: 136.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 682/1000 time [yr]: 136.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 683/1000 time [yr]: 136.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 684/1000 time [yr]: 136.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 685/1000 time [yr]: 137.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 686/1000 time [yr]: 137.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 687/1000 time [yr]: 137.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 688/1000 time [yr]: 137.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 689/1000 time [yr]: 137.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 690/1000 time [yr]: 138.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 691/1000 time [yr]: 138.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 692/1000 time [yr]: 138.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 693/1000 time [yr]: 138.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 694/1000 time [yr]: 138.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 695/1000 time [yr]: 139.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 696/1000 time [yr]: 139.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 697/1000 time [yr]: 139.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 698/1000 time [yr]: 139.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 699/1000 time [yr]: 139.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 700/1000 time [yr]: 140.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 701/1000 time [yr]: 140.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 702/1000 time [yr]: 140.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 703/1000 time [yr]: 140.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 704/1000 time [yr]: 140.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 705/1000 time [yr]: 141.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 706/1000 time [yr]: 141.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 707/1000 time [yr]: 141.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 708/1000 time [yr]: 141.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 709/1000 time [yr]: 141.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 710/1000 time [yr]: 142.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 711/1000 time [yr]: 142.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 712/1000 time [yr]: 142.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 713/1000 time [yr]: 142.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 714/1000 time [yr]: 142.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 715/1000 time [yr]: 143.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 716/1000 time [yr]: 143.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 717/1000 time [yr]: 143.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 718/1000 time [yr]: 143.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 719/1000 time [yr]: 143.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 720/1000 time [yr]: 144.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 721/1000 time [yr]: 144.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 722/1000 time [yr]: 144.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 723/1000 time [yr]: 144.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 724/1000 time [yr]: 144.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 725/1000 time [yr]: 145.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 726/1000 time [yr]: 145.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 727/1000 time [yr]: 145.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 728/1000 time [yr]: 145.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 729/1000 time [yr]: 145.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 730/1000 time [yr]: 146.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 731/1000 time [yr]: 146.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 732/1000 time [yr]: 146.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 733/1000 time [yr]: 146.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 734/1000 time [yr]: 146.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 735/1000 time [yr]: 147.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 736/1000 time [yr]: 147.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 737/1000 time [yr]: 147.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 738/1000 time [yr]: 147.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 739/1000 time [yr]: 147.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 740/1000 time [yr]: 148.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 741/1000 time [yr]: 148.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 742/1000 time [yr]: 148.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 743/1000 time [yr]: 148.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 744/1000 time [yr]: 148.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 745/1000 time [yr]: 149.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 746/1000 time [yr]: 149.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 747/1000 time [yr]: 149.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 748/1000 time [yr]: 149.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 749/1000 time [yr]: 149.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 750/1000 time [yr]: 150.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 751/1000 time [yr]: 150.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 752/1000 time [yr]: 150.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 753/1000 time [yr]: 150.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 754/1000 time [yr]: 150.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 755/1000 time [yr]: 151.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 756/1000 time [yr]: 151.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 757/1000 time [yr]: 151.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 758/1000 time [yr]: 151.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 759/1000 time [yr]: 151.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 760/1000 time [yr]: 152.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 761/1000 time [yr]: 152.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 762/1000 time [yr]: 152.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 763/1000 time [yr]: 152.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 764/1000 time [yr]: 152.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 765/1000 time [yr]: 153.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 766/1000 time [yr]: 153.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 767/1000 time [yr]: 153.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 768/1000 time [yr]: 153.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 769/1000 time [yr]: 153.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 770/1000 time [yr]: 154.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 771/1000 time [yr]: 154.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 772/1000 time [yr]: 154.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 773/1000 time [yr]: 154.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 774/1000 time [yr]: 154.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 775/1000 time [yr]: 155.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 776/1000 time [yr]: 155.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 777/1000 time [yr]: 155.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 778/1000 time [yr]: 155.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 779/1000 time [yr]: 155.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 780/1000 time [yr]: 156.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 781/1000 time [yr]: 156.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 782/1000 time [yr]: 156.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 783/1000 time [yr]: 156.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 784/1000 time [yr]: 156.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 785/1000 time [yr]: 157.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 786/1000 time [yr]: 157.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 787/1000 time [yr]: 157.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 788/1000 time [yr]: 157.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 789/1000 time [yr]: 157.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 790/1000 time [yr]: 158.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 791/1000 time [yr]: 158.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 792/1000 time [yr]: 158.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 793/1000 time [yr]: 158.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 794/1000 time [yr]: 158.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 795/1000 time [yr]: 159.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 796/1000 time [yr]: 159.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 797/1000 time [yr]: 159.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 798/1000 time [yr]: 159.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 799/1000 time [yr]: 159.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 800/1000 time [yr]: 160.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 801/1000 time [yr]: 160.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 802/1000 time [yr]: 160.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 803/1000 time [yr]: 160.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 804/1000 time [yr]: 160.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 805/1000 time [yr]: 161.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 806/1000 time [yr]: 161.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 807/1000 time [yr]: 161.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 808/1000 time [yr]: 161.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 809/1000 time [yr]: 161.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 810/1000 time [yr]: 162.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 811/1000 time [yr]: 162.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 812/1000 time [yr]: 162.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 813/1000 time [yr]: 162.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 814/1000 time [yr]: 162.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 815/1000 time [yr]: 163.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 816/1000 time [yr]: 163.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 817/1000 time [yr]: 163.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 818/1000 time [yr]: 163.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 819/1000 time [yr]: 163.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 820/1000 time [yr]: 164.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 821/1000 time [yr]: 164.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 822/1000 time [yr]: 164.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 823/1000 time [yr]: 164.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 824/1000 time [yr]: 164.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 825/1000 time [yr]: 165.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 826/1000 time [yr]: 165.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 827/1000 time [yr]: 165.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 828/1000 time [yr]: 165.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 829/1000 time [yr]: 165.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 830/1000 time [yr]: 166.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 831/1000 time [yr]: 166.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 832/1000 time [yr]: 166.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 833/1000 time [yr]: 166.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 834/1000 time [yr]: 166.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 835/1000 time [yr]: 167.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 836/1000 time [yr]: 167.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 837/1000 time [yr]: 167.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 838/1000 time [yr]: 167.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 839/1000 time [yr]: 167.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 840/1000 time [yr]: 168.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 841/1000 time [yr]: 168.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 842/1000 time [yr]: 168.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 843/1000 time [yr]: 168.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 844/1000 time [yr]: 168.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 845/1000 time [yr]: 169.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 846/1000 time [yr]: 169.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 847/1000 time [yr]: 169.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 848/1000 time [yr]: 169.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 849/1000 time [yr]: 169.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 850/1000 time [yr]: 170.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 851/1000 time [yr]: 170.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 852/1000 time [yr]: 170.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 853/1000 time [yr]: 170.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 854/1000 time [yr]: 170.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 855/1000 time [yr]: 171.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 856/1000 time [yr]: 171.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 857/1000 time [yr]: 171.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 858/1000 time [yr]: 171.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 859/1000 time [yr]: 171.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 860/1000 time [yr]: 172.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 861/1000 time [yr]: 172.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 862/1000 time [yr]: 172.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 863/1000 time [yr]: 172.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 864/1000 time [yr]: 172.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 865/1000 time [yr]: 173.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 866/1000 time [yr]: 173.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 867/1000 time [yr]: 173.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 868/1000 time [yr]: 173.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 869/1000 time [yr]: 173.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 870/1000 time [yr]: 174.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 871/1000 time [yr]: 174.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 872/1000 time [yr]: 174.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 873/1000 time [yr]: 174.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 874/1000 time [yr]: 174.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 875/1000 time [yr]: 175.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 876/1000 time [yr]: 175.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 877/1000 time [yr]: 175.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 878/1000 time [yr]: 175.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 879/1000 time [yr]: 175.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 880/1000 time [yr]: 176.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 881/1000 time [yr]: 176.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 882/1000 time [yr]: 176.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 883/1000 time [yr]: 176.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 884/1000 time [yr]: 176.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 885/1000 time [yr]: 177.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 886/1000 time [yr]: 177.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 887/1000 time [yr]: 177.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 888/1000 time [yr]: 177.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 889/1000 time [yr]: 177.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 890/1000 time [yr]: 178.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 891/1000 time [yr]: 178.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 892/1000 time [yr]: 178.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 893/1000 time [yr]: 178.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 894/1000 time [yr]: 178.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 895/1000 time [yr]: 179.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 896/1000 time [yr]: 179.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 897/1000 time [yr]: 179.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 898/1000 time [yr]: 179.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 899/1000 time [yr]: 179.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 900/1000 time [yr]: 180.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 901/1000 time [yr]: 180.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 902/1000 time [yr]: 180.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 903/1000 time [yr]: 180.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 904/1000 time [yr]: 180.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 905/1000 time [yr]: 181.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 906/1000 time [yr]: 181.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 907/1000 time [yr]: 181.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 908/1000 time [yr]: 181.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 909/1000 time [yr]: 181.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 910/1000 time [yr]: 182.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 911/1000 time [yr]: 182.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 912/1000 time [yr]: 182.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 913/1000 time [yr]: 182.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 914/1000 time [yr]: 182.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 915/1000 time [yr]: 183.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 916/1000 time [yr]: 183.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 917/1000 time [yr]: 183.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 918/1000 time [yr]: 183.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 919/1000 time [yr]: 183.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 920/1000 time [yr]: 184.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 921/1000 time [yr]: 184.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 922/1000 time [yr]: 184.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 923/1000 time [yr]: 184.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 924/1000 time [yr]: 184.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 925/1000 time [yr]: 185.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 926/1000 time [yr]: 185.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 927/1000 time [yr]: 185.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 928/1000 time [yr]: 185.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 929/1000 time [yr]: 185.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 930/1000 time [yr]: 186.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 931/1000 time [yr]: 186.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 932/1000 time [yr]: 186.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 933/1000 time [yr]: 186.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 934/1000 time [yr]: 186.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 935/1000 time [yr]: 187.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 936/1000 time [yr]: 187.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 937/1000 time [yr]: 187.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 938/1000 time [yr]: 187.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 939/1000 time [yr]: 187.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 940/1000 time [yr]: 188.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 941/1000 time [yr]: 188.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 942/1000 time [yr]: 188.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 943/1000 time [yr]: 188.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 944/1000 time [yr]: 188.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 945/1000 time [yr]: 189.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 946/1000 time [yr]: 189.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 947/1000 time [yr]: 189.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 948/1000 time [yr]: 189.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 949/1000 time [yr]: 189.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 950/1000 time [yr]: 190.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 951/1000 time [yr]: 190.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 952/1000 time [yr]: 190.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 953/1000 time [yr]: 190.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 954/1000 time [yr]: 190.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 955/1000 time [yr]: 191.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 956/1000 time [yr]: 191.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 957/1000 time [yr]: 191.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 958/1000 time [yr]: 191.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 959/1000 time [yr]: 191.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 960/1000 time [yr]: 192.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 961/1000 time [yr]: 192.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 962/1000 time [yr]: 192.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 963/1000 time [yr]: 192.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 964/1000 time [yr]: 192.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 965/1000 time [yr]: 193.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 966/1000 time [yr]: 193.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 967/1000 time [yr]: 193.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 968/1000 time [yr]: 193.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 969/1000 time [yr]: 193.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 970/1000 time [yr]: 194.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 971/1000 time [yr]: 194.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 972/1000 time [yr]: 194.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 973/1000 time [yr]: 194.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 974/1000 time [yr]: 194.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 975/1000 time [yr]: 195.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 976/1000 time [yr]: 195.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 977/1000 time [yr]: 195.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 978/1000 time [yr]: 195.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 979/1000 time [yr]: 195.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 980/1000 time [yr]: 196.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 981/1000 time [yr]: 196.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 982/1000 time [yr]: 196.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 983/1000 time [yr]: 196.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 984/1000 time [yr]: 196.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 985/1000 time [yr]: 197.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 986/1000 time [yr]: 197.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 987/1000 time [yr]: 197.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 988/1000 time [yr]: 197.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 989/1000 time [yr]: 197.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 990/1000 time [yr]: 198.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 991/1000 time [yr]: 198.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 992/1000 time [yr]: 198.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 993/1000 time [yr]: 198.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 994/1000 time [yr]: 198.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 995/1000 time [yr]: 199.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 996/1000 time [yr]: 199.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 997/1000 time [yr]: 199.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 998/1000 time [yr]: 199.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 999/1000 time [yr]: 199.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 1000/1000 time [yr]: 200.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core 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: 0.047213 Total Core solution elapsed time: 194.688 Linear solver elapsed time: 129.13 (66%) Total elapsed time: 0 hrs 3 min 14 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 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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 | 947.2237 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: 0.04142 Total Core solution elapsed time: 18.7236 Linear solver elapsed time: 12.7443 (68%) Total elapsed time: 0 hrs 0 min 18 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49652e-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)=2.41911e-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)=2.61131e-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)=2.53581e-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 call computational core 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)=1.85071e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.46043e-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)=2.42445e-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 call computational core 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)=1.84098e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58486e-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 call computational core 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)=1.83246e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.54801e-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)=2.53151e-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 call computational core 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)=1.71738e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.54389e-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 call computational core 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)=1.72419e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43154e-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)=2.63484e-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 call computational core 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)=1.6408e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77831e-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 call computational core 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)=1.85299e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59965e-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 call computational core 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)=1.89415e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.42297e-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 call computational core 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)=1.77941e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.67718e-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 call computational core 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)=1.85544e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58184e-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 call computational core 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)=1.90815e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49131e-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 call computational core 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)=1.73683e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58362e-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 call computational core 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)=1.93856e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51052e-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 call computational core 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)=1.50495e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.40357e-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 call computational core 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)=1.67711e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43639e-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 call computational core 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)=1.80081e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50628e-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 call computational core 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)=1.73302e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64731e-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 call computational core 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)=1.77239e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.39321e-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 call computational core 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)=1.60314e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69335e-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 call computational core 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)=1.87681e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58162e-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 call computational core 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)=1.63183e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58032e-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 call computational core 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)=1.67798e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55413e-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 call computational core 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)=1.8272e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4861e-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 call computational core 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)=1.78492e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51321e-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 call computational core 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)=1.79531e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52217e-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 call computational core 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)=1.72794e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4191e-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 call computational core 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)=1.7788e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.33954e-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 call computational core 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)=1.76826e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43631e-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 call computational core 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)=1.67118e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59876e-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 call computational core 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)=1.72546e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48465e-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 call computational core 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)=1.68426e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43843e-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 call computational core 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)=1.68298e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61217e-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 call computational core 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)=1.54426e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.39881e-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 call computational core 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)=1.89379e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4351e-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 call computational core 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)=1.52689e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.45083e-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 call computational core 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)=1.85347e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5982e-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 call computational core 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)=1.73261e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.47942e-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 call computational core 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)=1.65608e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.38026e-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 call computational core 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)=1.78156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51688e-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 call computational core 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)=1.74186e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65103e-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 call computational core 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)=1.69568e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.44079e-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 call computational core 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)=1.52314e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50458e-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 call computational core 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)=1.76973e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60948e-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 call computational core 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)=1.85825e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60301e-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 call computational core 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)=1.77361e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59642e-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 call computational core 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)=1.80471e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60316e-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 call computational core 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)=1.72767e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51026e-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 call computational core 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)=1.94657e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43203e-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 call computational core 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)=1.6315e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51807e-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 call computational core 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)=1.69963e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51448e-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 call computational core 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)=1.68319e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.544e-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 call computational core 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)=2.02428e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63607e-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 call computational core 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)=1.7938e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.32419e-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 call computational core 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)=1.49127e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55129e-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 call computational core 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)=1.69936e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5831e-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 call computational core 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)=1.90609e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48249e-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 call computational core 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)=1.7702e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.43722e-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 call computational core 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)=1.75672e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51907e-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 call computational core 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)=1.7416e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70083e-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 call computational core 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)=1.73918e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.46122e-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 call computational core 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)=1.95378e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50036e-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 call computational core 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)=1.5942e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.41914e-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 call computational core 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)=1.75628e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.38971e-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 call computational core 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)=1.57915e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55331e-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 call computational core 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)=1.65335e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.726e-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 call computational core 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)=1.56988e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.7142e-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 call computational core 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)=1.64082e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.44773e-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 call computational core 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)=1.75771e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50909e-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 call computational core 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)=1.60575e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58389e-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 call computational core 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)=1.75637e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.67005e-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 call computational core 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)=1.878e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68395e-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 call computational core 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)=1.62256e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63294e-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 call computational core 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)=2.06036e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58995e-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 call computational core 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)=1.60989e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76668e-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 call computational core 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)=1.9188e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51674e-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 call computational core 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)=1.79209e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52848e-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 call computational core 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)=1.82473e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60445e-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 call computational core 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)=1.69938e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.53768e-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 call computational core 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)=1.72052e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50115e-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 call computational core 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)=1.69282e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60271e-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 call computational core 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)=1.97545e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.41663e-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 call computational core 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)=1.8384e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.52465e-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 call computational core 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)=1.71532e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50485e-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 call computational core 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)=1.67874e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.42304e-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 call computational core 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)=1.67616e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61214e-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 call computational core 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)=1.65761e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56215e-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 call computational core 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)=1.8844e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.51306e-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 call computational core 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)=1.72274e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58175e-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 call computational core 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)=1.84382e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.31369e-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 call computational core 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)=1.50672e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48487e-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 call computational core 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)=1.70409e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60709e-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 call computational core 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)=1.67652e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.45758e-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 call computational core 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)=1.80356e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.455e-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 call computational core 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)=1.62554e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.4757e-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 call computational core 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)=1.62646e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56151e-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 call computational core 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)=1.51362e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61764e-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 call computational core 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)=1.98968e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49587e-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 call computational core 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)=1.73257e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.47463e-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 call computational core 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)=1.87722e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.32661e-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 call computational core 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)=1.67948e-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: 0.030794 Total Core solution elapsed time: 14.427 Linear solver elapsed time: 9.87352 (68%) Total elapsed time: 0 hrs 0 min 14 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/1000 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/1000 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 3/1000 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 4/1000 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 5/1000 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/1000 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 7/1000 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 8/1000 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 9/1000 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 10/1000 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/1000 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 12/1000 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 13/1000 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 14/1000 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 15/1000 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/1000 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 17/1000 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 18/1000 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 19/1000 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 20/1000 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/1000 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 22/1000 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 23/1000 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 24/1000 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 25/1000 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/1000 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 27/1000 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 28/1000 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 29/1000 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 30/1000 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/1000 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 32/1000 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 33/1000 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 34/1000 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 35/1000 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/1000 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 37/1000 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 38/1000 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 39/1000 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 40/1000 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/1000 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 42/1000 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 43/1000 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 44/1000 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 45/1000 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/1000 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 47/1000 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 48/1000 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 49/1000 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 50/1000 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/1000 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 52/1000 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 53/1000 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 54/1000 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 55/1000 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/1000 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 57/1000 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 58/1000 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 59/1000 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 60/1000 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/1000 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 62/1000 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 63/1000 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 64/1000 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 65/1000 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/1000 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 67/1000 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 68/1000 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 69/1000 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 70/1000 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/1000 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 72/1000 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 73/1000 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 74/1000 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 75/1000 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/1000 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 77/1000 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 78/1000 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 79/1000 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 80/1000 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/1000 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 82/1000 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 83/1000 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 84/1000 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 85/1000 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/1000 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 87/1000 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 88/1000 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 89/1000 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 90/1000 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/1000 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 92/1000 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 93/1000 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 94/1000 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 95/1000 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/1000 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 97/1000 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 98/1000 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 99/1000 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 100/1000 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 101/1000 time [yr]: 20.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 102/1000 time [yr]: 20.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 103/1000 time [yr]: 20.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 104/1000 time [yr]: 20.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 105/1000 time [yr]: 21.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 106/1000 time [yr]: 21.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 107/1000 time [yr]: 21.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 108/1000 time [yr]: 21.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 109/1000 time [yr]: 21.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 110/1000 time [yr]: 22.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 111/1000 time [yr]: 22.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 112/1000 time [yr]: 22.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 113/1000 time [yr]: 22.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 114/1000 time [yr]: 22.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 115/1000 time [yr]: 23.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 116/1000 time [yr]: 23.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 117/1000 time [yr]: 23.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 118/1000 time [yr]: 23.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 119/1000 time [yr]: 23.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 120/1000 time [yr]: 24.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 121/1000 time [yr]: 24.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 122/1000 time [yr]: 24.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 123/1000 time [yr]: 24.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 124/1000 time [yr]: 24.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 125/1000 time [yr]: 25.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 126/1000 time [yr]: 25.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 127/1000 time [yr]: 25.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 128/1000 time [yr]: 25.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 129/1000 time [yr]: 25.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 130/1000 time [yr]: 26.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 131/1000 time [yr]: 26.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 132/1000 time [yr]: 26.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 133/1000 time [yr]: 26.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 134/1000 time [yr]: 26.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 135/1000 time [yr]: 27.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 136/1000 time [yr]: 27.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 137/1000 time [yr]: 27.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 138/1000 time [yr]: 27.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 139/1000 time [yr]: 27.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 140/1000 time [yr]: 28.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 141/1000 time [yr]: 28.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 142/1000 time [yr]: 28.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 143/1000 time [yr]: 28.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 144/1000 time [yr]: 28.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 145/1000 time [yr]: 29.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 146/1000 time [yr]: 29.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 147/1000 time [yr]: 29.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 148/1000 time [yr]: 29.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 149/1000 time [yr]: 29.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 150/1000 time [yr]: 30.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 151/1000 time [yr]: 30.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 152/1000 time [yr]: 30.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 153/1000 time [yr]: 30.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 154/1000 time [yr]: 30.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 155/1000 time [yr]: 31.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 156/1000 time [yr]: 31.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 157/1000 time [yr]: 31.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 158/1000 time [yr]: 31.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 159/1000 time [yr]: 31.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 160/1000 time [yr]: 32.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 161/1000 time [yr]: 32.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 162/1000 time [yr]: 32.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 163/1000 time [yr]: 32.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 164/1000 time [yr]: 32.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 165/1000 time [yr]: 33.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 166/1000 time [yr]: 33.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 167/1000 time [yr]: 33.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 168/1000 time [yr]: 33.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 169/1000 time [yr]: 33.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 170/1000 time [yr]: 34.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 171/1000 time [yr]: 34.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 172/1000 time [yr]: 34.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 173/1000 time [yr]: 34.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 174/1000 time [yr]: 34.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 175/1000 time [yr]: 35.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 176/1000 time [yr]: 35.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 177/1000 time [yr]: 35.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 178/1000 time [yr]: 35.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 179/1000 time [yr]: 35.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 180/1000 time [yr]: 36.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 181/1000 time [yr]: 36.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 182/1000 time [yr]: 36.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 183/1000 time [yr]: 36.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 184/1000 time [yr]: 36.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 185/1000 time [yr]: 37.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 186/1000 time [yr]: 37.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 187/1000 time [yr]: 37.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 188/1000 time [yr]: 37.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 189/1000 time [yr]: 37.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 190/1000 time [yr]: 38.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 191/1000 time [yr]: 38.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 192/1000 time [yr]: 38.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 193/1000 time [yr]: 38.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 194/1000 time [yr]: 38.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 195/1000 time [yr]: 39.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 196/1000 time [yr]: 39.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 197/1000 time [yr]: 39.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 198/1000 time [yr]: 39.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 199/1000 time [yr]: 39.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 200/1000 time [yr]: 40.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 201/1000 time [yr]: 40.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 202/1000 time [yr]: 40.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 203/1000 time [yr]: 40.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 204/1000 time [yr]: 40.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 205/1000 time [yr]: 41.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 206/1000 time [yr]: 41.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 207/1000 time [yr]: 41.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 208/1000 time [yr]: 41.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 209/1000 time [yr]: 41.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 210/1000 time [yr]: 42.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 211/1000 time [yr]: 42.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 212/1000 time [yr]: 42.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 213/1000 time [yr]: 42.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 214/1000 time [yr]: 42.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 215/1000 time [yr]: 43.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 216/1000 time [yr]: 43.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 217/1000 time [yr]: 43.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 218/1000 time [yr]: 43.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 219/1000 time [yr]: 43.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 220/1000 time [yr]: 44.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 221/1000 time [yr]: 44.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 222/1000 time [yr]: 44.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 223/1000 time [yr]: 44.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 224/1000 time [yr]: 44.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 225/1000 time [yr]: 45.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 226/1000 time [yr]: 45.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 227/1000 time [yr]: 45.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 228/1000 time [yr]: 45.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 229/1000 time [yr]: 45.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 230/1000 time [yr]: 46.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 231/1000 time [yr]: 46.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 232/1000 time [yr]: 46.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 233/1000 time [yr]: 46.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 234/1000 time [yr]: 46.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 235/1000 time [yr]: 47.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 236/1000 time [yr]: 47.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 237/1000 time [yr]: 47.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 238/1000 time [yr]: 47.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 239/1000 time [yr]: 47.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 240/1000 time [yr]: 48.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 241/1000 time [yr]: 48.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 242/1000 time [yr]: 48.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 243/1000 time [yr]: 48.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 244/1000 time [yr]: 48.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 245/1000 time [yr]: 49.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 246/1000 time [yr]: 49.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 247/1000 time [yr]: 49.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 248/1000 time [yr]: 49.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 249/1000 time [yr]: 49.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 250/1000 time [yr]: 50.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 251/1000 time [yr]: 50.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 252/1000 time [yr]: 50.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 253/1000 time [yr]: 50.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 254/1000 time [yr]: 50.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 255/1000 time [yr]: 51.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 256/1000 time [yr]: 51.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 257/1000 time [yr]: 51.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 258/1000 time [yr]: 51.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 259/1000 time [yr]: 51.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 260/1000 time [yr]: 52.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 261/1000 time [yr]: 52.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 262/1000 time [yr]: 52.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 263/1000 time [yr]: 52.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 264/1000 time [yr]: 52.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 265/1000 time [yr]: 53.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 266/1000 time [yr]: 53.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 267/1000 time [yr]: 53.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 268/1000 time [yr]: 53.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 269/1000 time [yr]: 53.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 270/1000 time [yr]: 54.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 271/1000 time [yr]: 54.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 272/1000 time [yr]: 54.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 273/1000 time [yr]: 54.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 274/1000 time [yr]: 54.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 275/1000 time [yr]: 55.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 276/1000 time [yr]: 55.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 277/1000 time [yr]: 55.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 278/1000 time [yr]: 55.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 279/1000 time [yr]: 55.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 280/1000 time [yr]: 56.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 281/1000 time [yr]: 56.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 282/1000 time [yr]: 56.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 283/1000 time [yr]: 56.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 284/1000 time [yr]: 56.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 285/1000 time [yr]: 57.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 286/1000 time [yr]: 57.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 287/1000 time [yr]: 57.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 288/1000 time [yr]: 57.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 289/1000 time [yr]: 57.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 290/1000 time [yr]: 58.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 291/1000 time [yr]: 58.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 292/1000 time [yr]: 58.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 293/1000 time [yr]: 58.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 294/1000 time [yr]: 58.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 295/1000 time [yr]: 59.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 296/1000 time [yr]: 59.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 297/1000 time [yr]: 59.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 298/1000 time [yr]: 59.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 299/1000 time [yr]: 59.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 300/1000 time [yr]: 60.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 301/1000 time [yr]: 60.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 302/1000 time [yr]: 60.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 303/1000 time [yr]: 60.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 304/1000 time [yr]: 60.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 305/1000 time [yr]: 61.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 306/1000 time [yr]: 61.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 307/1000 time [yr]: 61.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 308/1000 time [yr]: 61.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 309/1000 time [yr]: 61.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 310/1000 time [yr]: 62.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 311/1000 time [yr]: 62.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 312/1000 time [yr]: 62.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 313/1000 time [yr]: 62.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 314/1000 time [yr]: 62.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 315/1000 time [yr]: 63.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 316/1000 time [yr]: 63.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 317/1000 time [yr]: 63.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 318/1000 time [yr]: 63.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 319/1000 time [yr]: 63.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 320/1000 time [yr]: 64.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 321/1000 time [yr]: 64.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 322/1000 time [yr]: 64.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 323/1000 time [yr]: 64.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 324/1000 time [yr]: 64.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 325/1000 time [yr]: 65.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 326/1000 time [yr]: 65.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 327/1000 time [yr]: 65.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 328/1000 time [yr]: 65.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 329/1000 time [yr]: 65.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 330/1000 time [yr]: 66.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 331/1000 time [yr]: 66.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 332/1000 time [yr]: 66.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 333/1000 time [yr]: 66.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 334/1000 time [yr]: 66.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 335/1000 time [yr]: 67.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 336/1000 time [yr]: 67.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 337/1000 time [yr]: 67.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 338/1000 time [yr]: 67.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 339/1000 time [yr]: 67.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 340/1000 time [yr]: 68.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 341/1000 time [yr]: 68.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 342/1000 time [yr]: 68.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 343/1000 time [yr]: 68.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 344/1000 time [yr]: 68.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 345/1000 time [yr]: 69.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 346/1000 time [yr]: 69.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 347/1000 time [yr]: 69.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 348/1000 time [yr]: 69.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 349/1000 time [yr]: 69.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 350/1000 time [yr]: 70.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 351/1000 time [yr]: 70.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 352/1000 time [yr]: 70.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 353/1000 time [yr]: 70.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 354/1000 time [yr]: 70.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 355/1000 time [yr]: 71.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 356/1000 time [yr]: 71.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 357/1000 time [yr]: 71.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 358/1000 time [yr]: 71.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 359/1000 time [yr]: 71.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 360/1000 time [yr]: 72.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 361/1000 time [yr]: 72.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 362/1000 time [yr]: 72.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 363/1000 time [yr]: 72.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 364/1000 time [yr]: 72.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 365/1000 time [yr]: 73.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 366/1000 time [yr]: 73.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 367/1000 time [yr]: 73.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 368/1000 time [yr]: 73.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 369/1000 time [yr]: 73.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 370/1000 time [yr]: 74.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 371/1000 time [yr]: 74.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 372/1000 time [yr]: 74.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 373/1000 time [yr]: 74.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 374/1000 time [yr]: 74.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 375/1000 time [yr]: 75.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 376/1000 time [yr]: 75.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 377/1000 time [yr]: 75.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 378/1000 time [yr]: 75.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 379/1000 time [yr]: 75.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 380/1000 time [yr]: 76.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 381/1000 time [yr]: 76.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 382/1000 time [yr]: 76.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 383/1000 time [yr]: 76.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 384/1000 time [yr]: 76.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 385/1000 time [yr]: 77.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 386/1000 time [yr]: 77.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 387/1000 time [yr]: 77.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 388/1000 time [yr]: 77.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 389/1000 time [yr]: 77.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 390/1000 time [yr]: 78.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 391/1000 time [yr]: 78.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 392/1000 time [yr]: 78.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 393/1000 time [yr]: 78.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 394/1000 time [yr]: 78.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 395/1000 time [yr]: 79.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 396/1000 time [yr]: 79.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 397/1000 time [yr]: 79.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 398/1000 time [yr]: 79.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 399/1000 time [yr]: 79.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 400/1000 time [yr]: 80.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 401/1000 time [yr]: 80.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 402/1000 time [yr]: 80.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 403/1000 time [yr]: 80.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 404/1000 time [yr]: 80.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 405/1000 time [yr]: 81.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 406/1000 time [yr]: 81.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 407/1000 time [yr]: 81.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 408/1000 time [yr]: 81.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 409/1000 time [yr]: 81.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 410/1000 time [yr]: 82.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 411/1000 time [yr]: 82.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 412/1000 time [yr]: 82.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 413/1000 time [yr]: 82.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 414/1000 time [yr]: 82.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 415/1000 time [yr]: 83.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 416/1000 time [yr]: 83.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 417/1000 time [yr]: 83.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 418/1000 time [yr]: 83.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 419/1000 time [yr]: 83.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 420/1000 time [yr]: 84.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 421/1000 time [yr]: 84.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 422/1000 time [yr]: 84.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 423/1000 time [yr]: 84.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 424/1000 time [yr]: 84.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 425/1000 time [yr]: 85.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 426/1000 time [yr]: 85.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 427/1000 time [yr]: 85.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 428/1000 time [yr]: 85.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 429/1000 time [yr]: 85.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 430/1000 time [yr]: 86.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 431/1000 time [yr]: 86.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 432/1000 time [yr]: 86.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 433/1000 time [yr]: 86.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 434/1000 time [yr]: 86.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 435/1000 time [yr]: 87.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 436/1000 time [yr]: 87.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 437/1000 time [yr]: 87.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 438/1000 time [yr]: 87.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 439/1000 time [yr]: 87.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 440/1000 time [yr]: 88.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 441/1000 time [yr]: 88.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 442/1000 time [yr]: 88.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 443/1000 time [yr]: 88.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 444/1000 time [yr]: 88.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 445/1000 time [yr]: 89.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 446/1000 time [yr]: 89.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 447/1000 time [yr]: 89.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 448/1000 time [yr]: 89.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 449/1000 time [yr]: 89.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 450/1000 time [yr]: 90.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 451/1000 time [yr]: 90.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 452/1000 time [yr]: 90.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 453/1000 time [yr]: 90.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 454/1000 time [yr]: 90.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 455/1000 time [yr]: 91.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 456/1000 time [yr]: 91.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 457/1000 time [yr]: 91.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 458/1000 time [yr]: 91.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 459/1000 time [yr]: 91.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 460/1000 time [yr]: 92.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 461/1000 time [yr]: 92.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 462/1000 time [yr]: 92.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 463/1000 time [yr]: 92.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 464/1000 time [yr]: 92.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 465/1000 time [yr]: 93.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 466/1000 time [yr]: 93.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 467/1000 time [yr]: 93.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 468/1000 time [yr]: 93.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 469/1000 time [yr]: 93.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 470/1000 time [yr]: 94.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 471/1000 time [yr]: 94.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 472/1000 time [yr]: 94.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 473/1000 time [yr]: 94.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 474/1000 time [yr]: 94.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 475/1000 time [yr]: 95.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 476/1000 time [yr]: 95.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 477/1000 time [yr]: 95.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 478/1000 time [yr]: 95.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 479/1000 time [yr]: 95.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 480/1000 time [yr]: 96.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 481/1000 time [yr]: 96.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 482/1000 time [yr]: 96.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 483/1000 time [yr]: 96.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 484/1000 time [yr]: 96.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 485/1000 time [yr]: 97.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 486/1000 time [yr]: 97.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 487/1000 time [yr]: 97.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 488/1000 time [yr]: 97.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 489/1000 time [yr]: 97.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 490/1000 time [yr]: 98.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 491/1000 time [yr]: 98.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 492/1000 time [yr]: 98.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 493/1000 time [yr]: 98.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 494/1000 time [yr]: 98.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 495/1000 time [yr]: 99.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 496/1000 time [yr]: 99.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 497/1000 time [yr]: 99.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 498/1000 time [yr]: 99.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 499/1000 time [yr]: 99.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 500/1000 time [yr]: 100.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 501/1000 time [yr]: 100.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 502/1000 time [yr]: 100.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 503/1000 time [yr]: 100.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 504/1000 time [yr]: 100.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 505/1000 time [yr]: 101.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 506/1000 time [yr]: 101.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 507/1000 time [yr]: 101.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 508/1000 time [yr]: 101.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 509/1000 time [yr]: 101.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 510/1000 time [yr]: 102.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 511/1000 time [yr]: 102.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 512/1000 time [yr]: 102.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 513/1000 time [yr]: 102.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 514/1000 time [yr]: 102.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 515/1000 time [yr]: 103.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 516/1000 time [yr]: 103.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 517/1000 time [yr]: 103.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 518/1000 time [yr]: 103.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 519/1000 time [yr]: 103.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 520/1000 time [yr]: 104.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 521/1000 time [yr]: 104.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 522/1000 time [yr]: 104.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 523/1000 time [yr]: 104.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 524/1000 time [yr]: 104.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 525/1000 time [yr]: 105.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 526/1000 time [yr]: 105.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 527/1000 time [yr]: 105.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 528/1000 time [yr]: 105.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 529/1000 time [yr]: 105.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 530/1000 time [yr]: 106.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 531/1000 time [yr]: 106.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 532/1000 time [yr]: 106.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 533/1000 time [yr]: 106.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 534/1000 time [yr]: 106.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 535/1000 time [yr]: 107.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 536/1000 time [yr]: 107.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 537/1000 time [yr]: 107.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 538/1000 time [yr]: 107.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 539/1000 time [yr]: 107.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 540/1000 time [yr]: 108.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 541/1000 time [yr]: 108.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 542/1000 time [yr]: 108.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 543/1000 time [yr]: 108.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 544/1000 time [yr]: 108.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 545/1000 time [yr]: 109.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 546/1000 time [yr]: 109.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 547/1000 time [yr]: 109.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 548/1000 time [yr]: 109.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 549/1000 time [yr]: 109.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 550/1000 time [yr]: 110.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 551/1000 time [yr]: 110.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 552/1000 time [yr]: 110.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 553/1000 time [yr]: 110.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 554/1000 time [yr]: 110.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 555/1000 time [yr]: 111.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 556/1000 time [yr]: 111.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 557/1000 time [yr]: 111.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 558/1000 time [yr]: 111.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 559/1000 time [yr]: 111.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 560/1000 time [yr]: 112.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 561/1000 time [yr]: 112.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 562/1000 time [yr]: 112.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 563/1000 time [yr]: 112.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 564/1000 time [yr]: 112.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 565/1000 time [yr]: 113.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 566/1000 time [yr]: 113.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 567/1000 time [yr]: 113.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 568/1000 time [yr]: 113.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 569/1000 time [yr]: 113.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 570/1000 time [yr]: 114.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 571/1000 time [yr]: 114.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 572/1000 time [yr]: 114.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 573/1000 time [yr]: 114.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 574/1000 time [yr]: 114.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 575/1000 time [yr]: 115.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 576/1000 time [yr]: 115.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 577/1000 time [yr]: 115.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 578/1000 time [yr]: 115.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 579/1000 time [yr]: 115.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 580/1000 time [yr]: 116.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 581/1000 time [yr]: 116.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 582/1000 time [yr]: 116.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 583/1000 time [yr]: 116.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 584/1000 time [yr]: 116.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 585/1000 time [yr]: 117.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 586/1000 time [yr]: 117.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 587/1000 time [yr]: 117.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 588/1000 time [yr]: 117.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 589/1000 time [yr]: 117.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 590/1000 time [yr]: 118.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 591/1000 time [yr]: 118.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 592/1000 time [yr]: 118.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 593/1000 time [yr]: 118.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 594/1000 time [yr]: 118.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 595/1000 time [yr]: 119.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 596/1000 time [yr]: 119.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 597/1000 time [yr]: 119.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 598/1000 time [yr]: 119.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 599/1000 time [yr]: 119.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 600/1000 time [yr]: 120.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 601/1000 time [yr]: 120.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 602/1000 time [yr]: 120.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 603/1000 time [yr]: 120.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 604/1000 time [yr]: 120.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 605/1000 time [yr]: 121.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 606/1000 time [yr]: 121.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 607/1000 time [yr]: 121.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 608/1000 time [yr]: 121.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 609/1000 time [yr]: 121.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 610/1000 time [yr]: 122.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 611/1000 time [yr]: 122.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 612/1000 time [yr]: 122.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 613/1000 time [yr]: 122.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 614/1000 time [yr]: 122.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 615/1000 time [yr]: 123.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 616/1000 time [yr]: 123.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 617/1000 time [yr]: 123.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 618/1000 time [yr]: 123.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 619/1000 time [yr]: 123.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 620/1000 time [yr]: 124.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 621/1000 time [yr]: 124.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 622/1000 time [yr]: 124.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 623/1000 time [yr]: 124.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 624/1000 time [yr]: 124.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 625/1000 time [yr]: 125.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 626/1000 time [yr]: 125.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 627/1000 time [yr]: 125.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 628/1000 time [yr]: 125.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 629/1000 time [yr]: 125.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 630/1000 time [yr]: 126.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 631/1000 time [yr]: 126.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 632/1000 time [yr]: 126.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 633/1000 time [yr]: 126.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 634/1000 time [yr]: 126.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 635/1000 time [yr]: 127.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 636/1000 time [yr]: 127.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 637/1000 time [yr]: 127.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 638/1000 time [yr]: 127.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 639/1000 time [yr]: 127.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 640/1000 time [yr]: 128.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 641/1000 time [yr]: 128.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 642/1000 time [yr]: 128.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 643/1000 time [yr]: 128.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 644/1000 time [yr]: 128.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 645/1000 time [yr]: 129.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 646/1000 time [yr]: 129.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 647/1000 time [yr]: 129.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 648/1000 time [yr]: 129.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 649/1000 time [yr]: 129.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 650/1000 time [yr]: 130.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 651/1000 time [yr]: 130.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 652/1000 time [yr]: 130.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 653/1000 time [yr]: 130.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 654/1000 time [yr]: 130.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 655/1000 time [yr]: 131.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 656/1000 time [yr]: 131.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 657/1000 time [yr]: 131.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 658/1000 time [yr]: 131.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 659/1000 time [yr]: 131.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 660/1000 time [yr]: 132.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 661/1000 time [yr]: 132.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 662/1000 time [yr]: 132.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 663/1000 time [yr]: 132.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 664/1000 time [yr]: 132.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 665/1000 time [yr]: 133.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 666/1000 time [yr]: 133.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 667/1000 time [yr]: 133.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 668/1000 time [yr]: 133.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 669/1000 time [yr]: 133.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 670/1000 time [yr]: 134.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 671/1000 time [yr]: 134.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 672/1000 time [yr]: 134.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 673/1000 time [yr]: 134.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 674/1000 time [yr]: 134.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 675/1000 time [yr]: 135.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 676/1000 time [yr]: 135.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 677/1000 time [yr]: 135.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 678/1000 time [yr]: 135.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 679/1000 time [yr]: 135.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 680/1000 time [yr]: 136.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 681/1000 time [yr]: 136.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 682/1000 time [yr]: 136.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 683/1000 time [yr]: 136.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 684/1000 time [yr]: 136.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 685/1000 time [yr]: 137.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 686/1000 time [yr]: 137.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 687/1000 time [yr]: 137.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 688/1000 time [yr]: 137.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 689/1000 time [yr]: 137.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 690/1000 time [yr]: 138.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 691/1000 time [yr]: 138.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 692/1000 time [yr]: 138.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 693/1000 time [yr]: 138.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 694/1000 time [yr]: 138.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 695/1000 time [yr]: 139.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 696/1000 time [yr]: 139.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 697/1000 time [yr]: 139.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 698/1000 time [yr]: 139.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 699/1000 time [yr]: 139.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 700/1000 time [yr]: 140.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 701/1000 time [yr]: 140.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 702/1000 time [yr]: 140.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 703/1000 time [yr]: 140.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 704/1000 time [yr]: 140.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 705/1000 time [yr]: 141.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 706/1000 time [yr]: 141.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 707/1000 time [yr]: 141.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 708/1000 time [yr]: 141.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 709/1000 time [yr]: 141.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 710/1000 time [yr]: 142.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 711/1000 time [yr]: 142.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 712/1000 time [yr]: 142.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 713/1000 time [yr]: 142.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 714/1000 time [yr]: 142.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 715/1000 time [yr]: 143.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 716/1000 time [yr]: 143.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 717/1000 time [yr]: 143.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 718/1000 time [yr]: 143.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 719/1000 time [yr]: 143.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 720/1000 time [yr]: 144.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 721/1000 time [yr]: 144.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 722/1000 time [yr]: 144.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 723/1000 time [yr]: 144.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 724/1000 time [yr]: 144.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 725/1000 time [yr]: 145.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 726/1000 time [yr]: 145.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 727/1000 time [yr]: 145.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 728/1000 time [yr]: 145.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 729/1000 time [yr]: 145.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 730/1000 time [yr]: 146.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 731/1000 time [yr]: 146.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 732/1000 time [yr]: 146.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 733/1000 time [yr]: 146.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 734/1000 time [yr]: 146.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 735/1000 time [yr]: 147.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 736/1000 time [yr]: 147.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 737/1000 time [yr]: 147.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 738/1000 time [yr]: 147.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 739/1000 time [yr]: 147.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 740/1000 time [yr]: 148.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 741/1000 time [yr]: 148.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 742/1000 time [yr]: 148.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 743/1000 time [yr]: 148.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 744/1000 time [yr]: 148.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 745/1000 time [yr]: 149.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 746/1000 time [yr]: 149.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 747/1000 time [yr]: 149.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 748/1000 time [yr]: 149.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 749/1000 time [yr]: 149.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 750/1000 time [yr]: 150.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 751/1000 time [yr]: 150.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 752/1000 time [yr]: 150.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 753/1000 time [yr]: 150.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 754/1000 time [yr]: 150.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 755/1000 time [yr]: 151.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 756/1000 time [yr]: 151.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 757/1000 time [yr]: 151.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 758/1000 time [yr]: 151.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 759/1000 time [yr]: 151.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 760/1000 time [yr]: 152.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 761/1000 time [yr]: 152.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 762/1000 time [yr]: 152.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 763/1000 time [yr]: 152.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 764/1000 time [yr]: 152.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 765/1000 time [yr]: 153.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 766/1000 time [yr]: 153.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 767/1000 time [yr]: 153.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 768/1000 time [yr]: 153.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 769/1000 time [yr]: 153.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 770/1000 time [yr]: 154.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 771/1000 time [yr]: 154.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 772/1000 time [yr]: 154.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 773/1000 time [yr]: 154.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 774/1000 time [yr]: 154.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 775/1000 time [yr]: 155.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 776/1000 time [yr]: 155.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 777/1000 time [yr]: 155.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 778/1000 time [yr]: 155.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 779/1000 time [yr]: 155.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 780/1000 time [yr]: 156.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 781/1000 time [yr]: 156.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 782/1000 time [yr]: 156.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 783/1000 time [yr]: 156.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 784/1000 time [yr]: 156.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 785/1000 time [yr]: 157.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 786/1000 time [yr]: 157.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 787/1000 time [yr]: 157.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 788/1000 time [yr]: 157.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 789/1000 time [yr]: 157.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 790/1000 time [yr]: 158.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 791/1000 time [yr]: 158.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 792/1000 time [yr]: 158.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 793/1000 time [yr]: 158.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 794/1000 time [yr]: 158.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 795/1000 time [yr]: 159.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 796/1000 time [yr]: 159.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 797/1000 time [yr]: 159.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 798/1000 time [yr]: 159.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 799/1000 time [yr]: 159.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 800/1000 time [yr]: 160.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 801/1000 time [yr]: 160.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 802/1000 time [yr]: 160.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 803/1000 time [yr]: 160.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 804/1000 time [yr]: 160.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 805/1000 time [yr]: 161.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 806/1000 time [yr]: 161.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 807/1000 time [yr]: 161.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 808/1000 time [yr]: 161.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 809/1000 time [yr]: 161.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 810/1000 time [yr]: 162.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 811/1000 time [yr]: 162.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 812/1000 time [yr]: 162.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 813/1000 time [yr]: 162.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 814/1000 time [yr]: 162.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 815/1000 time [yr]: 163.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 816/1000 time [yr]: 163.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 817/1000 time [yr]: 163.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 818/1000 time [yr]: 163.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 819/1000 time [yr]: 163.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 820/1000 time [yr]: 164.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 821/1000 time [yr]: 164.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 822/1000 time [yr]: 164.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 823/1000 time [yr]: 164.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 824/1000 time [yr]: 164.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 825/1000 time [yr]: 165.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 826/1000 time [yr]: 165.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 827/1000 time [yr]: 165.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 828/1000 time [yr]: 165.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 829/1000 time [yr]: 165.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 830/1000 time [yr]: 166.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 831/1000 time [yr]: 166.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 832/1000 time [yr]: 166.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 833/1000 time [yr]: 166.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 834/1000 time [yr]: 166.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 835/1000 time [yr]: 167.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 836/1000 time [yr]: 167.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 837/1000 time [yr]: 167.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 838/1000 time [yr]: 167.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 839/1000 time [yr]: 167.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 840/1000 time [yr]: 168.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 841/1000 time [yr]: 168.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 842/1000 time [yr]: 168.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 843/1000 time [yr]: 168.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 844/1000 time [yr]: 168.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 845/1000 time [yr]: 169.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 846/1000 time [yr]: 169.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 847/1000 time [yr]: 169.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 848/1000 time [yr]: 169.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 849/1000 time [yr]: 169.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 850/1000 time [yr]: 170.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 851/1000 time [yr]: 170.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 852/1000 time [yr]: 170.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 853/1000 time [yr]: 170.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 854/1000 time [yr]: 170.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 855/1000 time [yr]: 171.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 856/1000 time [yr]: 171.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 857/1000 time [yr]: 171.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 858/1000 time [yr]: 171.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 859/1000 time [yr]: 171.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 860/1000 time [yr]: 172.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 861/1000 time [yr]: 172.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 862/1000 time [yr]: 172.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 863/1000 time [yr]: 172.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 864/1000 time [yr]: 172.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 865/1000 time [yr]: 173.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 866/1000 time [yr]: 173.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 867/1000 time [yr]: 173.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 868/1000 time [yr]: 173.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 869/1000 time [yr]: 173.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 870/1000 time [yr]: 174.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 871/1000 time [yr]: 174.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 872/1000 time [yr]: 174.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 873/1000 time [yr]: 174.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 874/1000 time [yr]: 174.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 875/1000 time [yr]: 175.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 876/1000 time [yr]: 175.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 877/1000 time [yr]: 175.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 878/1000 time [yr]: 175.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 879/1000 time [yr]: 175.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 880/1000 time [yr]: 176.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 881/1000 time [yr]: 176.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 882/1000 time [yr]: 176.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 883/1000 time [yr]: 176.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 884/1000 time [yr]: 176.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 885/1000 time [yr]: 177.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 886/1000 time [yr]: 177.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 887/1000 time [yr]: 177.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 888/1000 time [yr]: 177.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 889/1000 time [yr]: 177.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 890/1000 time [yr]: 178.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 891/1000 time [yr]: 178.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 892/1000 time [yr]: 178.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 893/1000 time [yr]: 178.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 894/1000 time [yr]: 178.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 895/1000 time [yr]: 179.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 896/1000 time [yr]: 179.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 897/1000 time [yr]: 179.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 898/1000 time [yr]: 179.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 899/1000 time [yr]: 179.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 900/1000 time [yr]: 180.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 901/1000 time [yr]: 180.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 902/1000 time [yr]: 180.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 903/1000 time [yr]: 180.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 904/1000 time [yr]: 180.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 905/1000 time [yr]: 181.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 906/1000 time [yr]: 181.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 907/1000 time [yr]: 181.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 908/1000 time [yr]: 181.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 909/1000 time [yr]: 181.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 910/1000 time [yr]: 182.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 911/1000 time [yr]: 182.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 912/1000 time [yr]: 182.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 913/1000 time [yr]: 182.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 914/1000 time [yr]: 182.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 915/1000 time [yr]: 183.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 916/1000 time [yr]: 183.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 917/1000 time [yr]: 183.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 918/1000 time [yr]: 183.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 919/1000 time [yr]: 183.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 920/1000 time [yr]: 184.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 921/1000 time [yr]: 184.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 922/1000 time [yr]: 184.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 923/1000 time [yr]: 184.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 924/1000 time [yr]: 184.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 925/1000 time [yr]: 185.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 926/1000 time [yr]: 185.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 927/1000 time [yr]: 185.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 928/1000 time [yr]: 185.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 929/1000 time [yr]: 185.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 930/1000 time [yr]: 186.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 931/1000 time [yr]: 186.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 932/1000 time [yr]: 186.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 933/1000 time [yr]: 186.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 934/1000 time [yr]: 186.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 935/1000 time [yr]: 187.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 936/1000 time [yr]: 187.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 937/1000 time [yr]: 187.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 938/1000 time [yr]: 187.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 939/1000 time [yr]: 187.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 940/1000 time [yr]: 188.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 941/1000 time [yr]: 188.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 942/1000 time [yr]: 188.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 943/1000 time [yr]: 188.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 944/1000 time [yr]: 188.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 945/1000 time [yr]: 189.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 946/1000 time [yr]: 189.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 947/1000 time [yr]: 189.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 948/1000 time [yr]: 189.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 949/1000 time [yr]: 189.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 950/1000 time [yr]: 190.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 951/1000 time [yr]: 190.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 952/1000 time [yr]: 190.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 953/1000 time [yr]: 190.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 954/1000 time [yr]: 190.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 955/1000 time [yr]: 191.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 956/1000 time [yr]: 191.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 957/1000 time [yr]: 191.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 958/1000 time [yr]: 191.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 959/1000 time [yr]: 191.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 960/1000 time [yr]: 192.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 961/1000 time [yr]: 192.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 962/1000 time [yr]: 192.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 963/1000 time [yr]: 192.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 964/1000 time [yr]: 192.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 965/1000 time [yr]: 193.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 966/1000 time [yr]: 193.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 967/1000 time [yr]: 193.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 968/1000 time [yr]: 193.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 969/1000 time [yr]: 193.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 970/1000 time [yr]: 194.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 971/1000 time [yr]: 194.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 972/1000 time [yr]: 194.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 973/1000 time [yr]: 194.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 974/1000 time [yr]: 194.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 975/1000 time [yr]: 195.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 976/1000 time [yr]: 195.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 977/1000 time [yr]: 195.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 978/1000 time [yr]: 195.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 979/1000 time [yr]: 195.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 980/1000 time [yr]: 196.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 981/1000 time [yr]: 196.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 982/1000 time [yr]: 196.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 983/1000 time [yr]: 196.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 984/1000 time [yr]: 196.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 985/1000 time [yr]: 197.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 986/1000 time [yr]: 197.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 987/1000 time [yr]: 197.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 988/1000 time [yr]: 197.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 989/1000 time [yr]: 197.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 990/1000 time [yr]: 198.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 991/1000 time [yr]: 198.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 992/1000 time [yr]: 198.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 993/1000 time [yr]: 198.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 994/1000 time [yr]: 198.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 995/1000 time [yr]: 199.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 996/1000 time [yr]: 199.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 997/1000 time [yr]: 199.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 998/1000 time [yr]: 199.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 999/1000 time [yr]: 199.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 1000/1000 time [yr]: 200.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence Input updates from constant Updating inputs from solution for StressbalanceAnalysis computing basal mass balance computing mass transport call computational core 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: 0.047213 Total Core solution elapsed time: 194.688 Linear solver elapsed time: 129.13 (66%) Total elapsed time: 0 hrs 3 min 14 sec loading results from cluster SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-ISMIP +++ 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 Constructing Geometry Defining friction parameters Construct ice rheological properties Set boundary conditions 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 dsl.global_average_thermosteric_sea_level specified: transient values set to zero no dsl.sea_surface_height_above_geoid specified: transient values set to zero no dsl.sea_water_pressure_at_sea_floor specified: transient values set to zero no balancethickness.thickening_rate specified: values set as zero no thermal boundary conditions created: no observed temperature found uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: solver residue: norm(KU-F)/norm(F)=1.22751e-11 mechanical equilibrium convergence criterion 100 > 0.01 % Convergence criterion: norm(du)/norm(u) 2.93163e+11 > 1 % Convergence criterion: max(du) 1.71957e-06 > 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=4.41884e-11 mechanical equilibrium convergence criterion 76.8235 > 0.01 % Convergence criterion: norm(du)/norm(u) 15.6455 > 1 % Convergence criterion: max(du) 4.09332e-07 > 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=8.94022e-11 mechanical equilibrium convergence criterion 38.5767 > 0.01 % Convergence criterion: norm(du)/norm(u) 11.2403 > 1 % Convergence criterion: max(du) 3.00053e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=1.60702e-10 mechanical equilibrium convergence criterion 24.567 > 0.01 % Convergence criterion: norm(du)/norm(u) 7.81407 > 1 % Convergence criterion: max(du) 2.08151e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.02161e-10 mechanical equilibrium convergence criterion 15.9808 > 0.01 % Convergence criterion: norm(du)/norm(u) 5.30991 > 1 % Convergence criterion: max(du) 1.43808e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.15335e-10 mechanical equilibrium convergence criterion 10.0203 > 0.01 % Convergence criterion: norm(du)/norm(u) 3.55838 > 1 % Convergence criterion: max(du) 9.77761e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.26277e-10 mechanical equilibrium convergence criterion 6.28176 > 0.01 % Convergence criterion: norm(du)/norm(u) 2.36978 > 1 % Convergence criterion: max(du) 6.58033e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.49104e-10 mechanical equilibrium convergence criterion 3.98732 > 0.01 % Convergence criterion: norm(du)/norm(u) 1.57429 > 1 % Convergence criterion: max(du) 4.42306e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.44463e-10 mechanical equilibrium convergence criterion 2.56479 > 0.01 % Convergence criterion: norm(du)/norm(u) 1.04497 > 1 % Convergence criterion: max(du) 2.95422e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.79688e-10 mechanical equilibrium convergence criterion 1.6672 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.693537 < 1 % Convergence criterion: max(du) 1.96268e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.3543e-10 mechanical equilibrium convergence criterion 1.09168 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.460377 < 1 % Convergence criterion: max(du) 1.29995e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.50398e-10 mechanical equilibrium convergence criterion 0.718201 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.305689 < 1 % Convergence criterion: max(du) 8.5961e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.40864e-10 mechanical equilibrium convergence criterion 0.473849 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.20304 < 1 % Convergence criterion: max(du) 5.68039e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.71093e-10 mechanical equilibrium convergence criterion 0.31315 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.1349 < 1 % Convergence criterion: max(du) 3.7532e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.94133e-10 mechanical equilibrium convergence criterion 0.207134 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0896529 < 1 % Convergence criterion: max(du) 2.48041e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.52007e-10 mechanical equilibrium convergence criterion 0.137068 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0595968 < 1 % Convergence criterion: max(du) 1.63991e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.67984e-10 mechanical equilibrium convergence criterion 0.090717 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0396256 < 1 % Convergence criterion: max(du) 1.08476e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.67954e-10 mechanical equilibrium convergence criterion 0.0600398 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0263519 < 1 % Convergence criterion: max(du) 7.17916e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.7485e-10 mechanical equilibrium convergence criterion 0.0397332 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0175276 < 1 % Convergence criterion: max(du) 4.75381e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.66027e-10 mechanical equilibrium convergence criterion 0.0262916 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0116599 < 1 % Convergence criterion: max(du) 3.14939e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.89338e-10 mechanical equilibrium convergence criterion 0.0173951 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.00775754 < 1 % Convergence criterion: max(du) 2.08743e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.55465e-10 mechanical equilibrium convergence criterion 0.0115076 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.00516182 < 1 % Convergence criterion: max(du) 1.38415e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.72753e-10 mechanical equilibrium convergence criterion 0.00761203 < 0.01 % Convergence criterion: norm(du)/norm(u) 0.003435 < 1 % Convergence criterion: max(du) 9.18157e-11 < 3.17098e-07 number of unstable constraints: 0 total number of iterations: 23 solver residue: norm(KU-F)/norm(F)=5.79528e-15 write lock file: FemModel initialization elapsed time: 0.021765 Total Core solution elapsed time: 3.36896 Linear solver elapsed time: 2.04844 (61%) Total elapsed time: 0 hrs 0 min 3 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-ISMIP +++ 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 Constructing Geometry Defining friction parameters Construct ice rheological properties Set boundary conditions 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 dsl.global_average_thermosteric_sea_level specified: transient values set to zero no dsl.sea_surface_height_above_geoid specified: transient values set to zero no dsl.sea_water_pressure_at_sea_floor specified: transient values set to zero no balancethickness.thickening_rate specified: values set as zero no thermal boundary conditions created: no observed temperature found uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: solver residue: norm(KU-F)/norm(F)=1.22751e-11 mechanical equilibrium convergence criterion 100 > 0.01 % Convergence criterion: norm(du)/norm(u) 2.93163e+11 > 1 % Convergence criterion: max(du) 1.71957e-06 > 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=4.41884e-11 mechanical equilibrium convergence criterion 76.8235 > 0.01 % Convergence criterion: norm(du)/norm(u) 15.6455 > 1 % Convergence criterion: max(du) 4.09332e-07 > 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=8.94022e-11 mechanical equilibrium convergence criterion 38.5767 > 0.01 % Convergence criterion: norm(du)/norm(u) 11.2403 > 1 % Convergence criterion: max(du) 3.00053e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=1.60702e-10 mechanical equilibrium convergence criterion 24.567 > 0.01 % Convergence criterion: norm(du)/norm(u) 7.81407 > 1 % Convergence criterion: max(du) 2.08151e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.02161e-10 mechanical equilibrium convergence criterion 15.9808 > 0.01 % Convergence criterion: norm(du)/norm(u) 5.30991 > 1 % Convergence criterion: max(du) 1.43808e-07 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.15335e-10 mechanical equilibrium convergence criterion 10.0203 > 0.01 % Convergence criterion: norm(du)/norm(u) 3.55838 > 1 % Convergence criterion: max(du) 9.77761e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.26277e-10 mechanical equilibrium convergence criterion 6.28176 > 0.01 % Convergence criterion: norm(du)/norm(u) 2.36978 > 1 % Convergence criterion: max(du) 6.58033e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.49104e-10 mechanical equilibrium convergence criterion 3.98732 > 0.01 % Convergence criterion: norm(du)/norm(u) 1.57429 > 1 % Convergence criterion: max(du) 4.42306e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.44463e-10 mechanical equilibrium convergence criterion 2.56479 > 0.01 % Convergence criterion: norm(du)/norm(u) 1.04497 > 1 % Convergence criterion: max(du) 2.95422e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.79688e-10 mechanical equilibrium convergence criterion 1.6672 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.693537 < 1 % Convergence criterion: max(du) 1.96268e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.3543e-10 mechanical equilibrium convergence criterion 1.09168 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.460377 < 1 % Convergence criterion: max(du) 1.29995e-08 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.50398e-10 mechanical equilibrium convergence criterion 0.718201 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.305689 < 1 % Convergence criterion: max(du) 8.5961e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.40864e-10 mechanical equilibrium convergence criterion 0.473849 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.20304 < 1 % Convergence criterion: max(du) 5.68039e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.71093e-10 mechanical equilibrium convergence criterion 0.31315 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.1349 < 1 % Convergence criterion: max(du) 3.7532e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.94133e-10 mechanical equilibrium convergence criterion 0.207134 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0896529 < 1 % Convergence criterion: max(du) 2.48041e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.52007e-10 mechanical equilibrium convergence criterion 0.137068 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0595968 < 1 % Convergence criterion: max(du) 1.63991e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.67984e-10 mechanical equilibrium convergence criterion 0.090717 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0396256 < 1 % Convergence criterion: max(du) 1.08476e-09 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.67954e-10 mechanical equilibrium convergence criterion 0.0600398 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0263519 < 1 % Convergence criterion: max(du) 7.17916e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.7485e-10 mechanical equilibrium convergence criterion 0.0397332 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0175276 < 1 % Convergence criterion: max(du) 4.75381e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.66027e-10 mechanical equilibrium convergence criterion 0.0262916 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.0116599 < 1 % Convergence criterion: max(du) 3.14939e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.89338e-10 mechanical equilibrium convergence criterion 0.0173951 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.00775754 < 1 % Convergence criterion: max(du) 2.08743e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.55465e-10 mechanical equilibrium convergence criterion 0.0115076 > 0.01 % Convergence criterion: norm(du)/norm(u) 0.00516182 < 1 % Convergence criterion: max(du) 1.38415e-10 < 3.17098e-07 number of unstable constraints: 0 solver residue: norm(KU-F)/norm(F)=2.72753e-10 mechanical equilibrium convergence criterion 0.00761203 < 0.01 % Convergence criterion: norm(du)/norm(u) 0.003435 < 1 % Convergence criterion: max(du) 9.18157e-11 < 3.17098e-07 number of unstable constraints: 0 total number of iterations: 23 solver residue: norm(KU-F)/norm(F)=5.79528e-15 write lock file: FemModel initialization elapsed time: 0.021765 Total Core solution elapsed time: 3.36896 Linear solver elapsed time: 2.04844 (61%) Total elapsed time: 0 hrs 0 min 3 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-IceBridge +++ 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 = 8321 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating surface and bedrock Constructing thickness reading IceBridge Jakobshavn bedrock Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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) = 28099.65 | 5964.341 22135.31 5.547563e-32 x = 1 | f(x) = 18898.66 | 3303.629 15595 0.02942783 ====================== step 2/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 18897.3 | 3302.652 15594.62 0.02942783 x = 1 | f(x) = 12003.97 | 1757.114 10246.64 0.215836 ====================== step 3/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 12001.99 | 1755.251 10246.52 0.215836 x = 1 | f(x) = 9834.379 | 1516.437 8317.475 0.4677579 ====================== step 4/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 9941.658 | 1624.781 8316.409 0.4677579 x = 1 | f(x) = 9520.299 | 1269.104 8250.713 0.4819272 ====================== step 5/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 9518.245 | 1267.183 8250.58 0.4819272 x = 1 | f(x) = 8300.647 | 1098.174 7201.662 0.8113603 ====================== step 6/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 8308.123 | 1106.877 7200.434 0.8113603 x = 1 | f(x) = 8046.115 | 1018.378 7026.846 0.8912152 ====================== step 7/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 8043.913 | 1016.424 7026.598 0.8912152 x = 1 | f(x) = 7658.357 | 974.9317 6682.361 1.063805 ====================== step 8/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7673.925 | 991.107 6681.755 1.063805 x = 1 | f(x) = 7541.901 | 920.1304 6620.671 1.098837 ====================== step 9/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7541.472 | 919.8027 6620.57 1.098837 x = 1 | f(x) = 7297.597 | 887.9993 6408.364 1.233838 ====================== step 10/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7302.935 | 893.7853 6407.915 1.233838 x = 1 | f(x) = 7203.666 | 873.9762 6328.393 1.29762 ====================== step 11/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7203.386 | 873.8212 6328.268 1.29762 x = 1 | f(x) = 6964.726 | 808.053 6155.239 1.434543 ====================== step 12/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6966.147 | 809.9131 6154.8 1.434543 x = 1 | f(x) = 6849.022 | 835.4494 6011.981 1.591536 ====================== step 13/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6850.929 | 837.6503 6011.687 1.591536 x = 1 | f(x) = 6710.216 | 792.7064 5915.831 1.678639 ====================== step 14/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6710.191 | 792.9136 5915.598 1.678639 x = 1 | f(x) = 6603.655 | 777.4382 5824.426 1.791212 ====================== step 15/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6620.428 | 794.5635 5824.073 1.791212 x = 1 | f(x) = 6544.301 | 740.0425 5802.447 1.811805 ====================== step 16/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6544.313 | 740.0666 5802.435 1.811805 x = 1 | f(x) = 6466.957 | 759.8522 5705.169 1.936411 ====================== step 17/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6473.755 | 767.1069 5704.712 1.936411 x = 1 | f(x) = 6405.091 | 722.1951 5680.929 1.966967 ====================== step 18/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6405.15 | 722.358 5680.825 1.966967 x = 1 | f(x) = 6323.404 | 718.2838 5603.045 2.074999 ====================== step 19/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6328.101 | 723.4362 5602.59 2.074999 x = 1 | f(x) = 6298.544 | 724.6054 5571.8 2.138121 x = 0.381966 | f(x) = 6287.667 | 696.1168 5589.452 2.09846 x = 0.618034 | f(x) = 6287.639 | 702.0602 5583.466 2.113179 x = 0.763932 | f(x) = 6290.938 | 709.6453 5579.17 2.122488 x = 0.500997 | f(x) = 6287.276 | 698.5885 5586.582 2.105906 x = 0.502191 | f(x) = 6286.872 | 697.9427 5586.823 2.105979 ====================== step 20/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6286.765 | 697.7933 5586.866 2.105979 x = 1 | f(x) = 6225.106 | 690.7718 5532.149 2.186132 x = 0.381966 | f(x) = 6259.265 | 692.7755 5564.354 2.135805 x = 0.618034 | f(x) = 6246.042 | 691.86 5552.028 2.154728 x = 0.763932 | f(x) = 6240.561 | 694.6235 5543.771 2.166606 x = 0.854102 | f(x) = 6239.399 | 698.5901 5538.635 2.174025 x = 0.870673 | f(x) = 6240.866 | 701.1009 5537.59 2.175395 ====================== step 21/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6239.884 | 706.9366 5530.762 2.186132 x = 1 | f(x) = 6213.306 | 708.1508 5502.916 2.239583 x = 0.381966 | f(x) = 6205.046 | 684.9774 5517.863 2.205519 x = 0.618034 | f(x) = 6204.097 | 690.0236 5511.856 2.218136 x = 0.763932 | f(x) = 6206.597 | 695.9955 5508.375 2.226183 x = 0.536296 | f(x) = 6204.194 | 688.0837 5513.896 2.213711 x = 0.609267 | f(x) = 6204.182 | 689.8934 5512.071 2.217659 ====================== step 22/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6204.348 | 690.2693 5511.86 2.218136 x = 1 | f(x) = 6173.86 | 707.6781 5463.848 2.334134 x = 0.381966 | f(x) = 6174.956 | 682.5855 5490.109 2.261666 x = 0.618034 | f(x) = 6166.053 | 683.7515 5480.013 2.288809 x = 0.763932 | f(x) = 6167.569 | 691.6234 5473.64 2.305919 x = 0.649732 | f(x) = 6169.152 | 688.8794 5477.98 2.292483 x = 0.527864 | f(x) = 6169.729 | 683.8649 5483.585 2.278491 ====================== step 23/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6167.13 | 685.0362 5479.805 2.288809 x = 1 | f(x) = 6142.294 | 723.7016 5416.182 2.410336 x = 0.381966 | f(x) = 6141.311 | 686.6776 5452.3 2.332863 x = 0.618034 | f(x) = 6136.867 | 695.6314 5438.875 2.361517 x = 0.763932 | f(x) = 6138.497 | 706.0796 5430.038 2.37981 x = 0.619845 | f(x) = 6138.57 | 697.8434 5438.365 2.361741 x = 0.527864 | f(x) = 6137.671 | 691.3047 5444.016 2.350433 ====================== step 24/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6137.113 | 695.941 5438.811 2.361517 x = 1 | f(x) = 6082.133 | 684.5019 5395.185 2.445793 x = 0.381966 | f(x) = 6093.998 | 671.5106 5420.096 2.392336 x = 0.618034 | f(x) = 6081.11 | 667.6384 5411.06 2.412212 x = 0.763932 | f(x) = 6076.907 | 669.559 5404.923 2.424831 x = 0.904365 | f(x) = 6079.529 | 678.0003 5399.091 2.43722 x = 0.777851 | f(x) = 6079.773 | 673.4149 5403.932 2.426048 ====================== step 25/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6079.254 | 672.2179 5404.611 2.424831 x = 1 | f(x) = 6050.459 | 701.6502 5346.269 2.539351 x = 0.381966 | f(x) = 6051.059 | 667.8619 5380.729 2.46786 x = 0.618034 | f(x) = 6049.015 | 677.8956 5368.624 2.494514 x = 0.763932 | f(x) = 6049.5 | 686.646 5360.342 2.511347 x = 0.637994 | f(x) = 6049.225 | 679.8739 5366.854 2.496795 x = 0.527864 | f(x) = 6049.228 | 673.6761 5373.067 2.484282 ====================== step 26/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6048.981 | 678.0779 5368.409 2.494514 x = 1 | f(x) = 6036.978 | 703.8007 5330.58 2.596796 x = 0.381966 | f(x) = 6015.64 | 663.4991 5349.61 2.531663 x = 0.618034 | f(x) = 6007.986 | 662.8437 5342.586 2.555835 x = 0.763932 | f(x) = 6013.17 | 672.5415 5338.057 2.571239 x = 0.591127 | f(x) = 6011.415 | 665.4658 5343.396 2.553032 x = 0.672145 | f(x) = 6011.199 | 667.7277 5340.91 2.561509 ====================== step 27/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6010.945 | 665.8135 5342.575 2.555835 x = 1 | f(x) = 5997.541 | 699.7999 5295.093 2.64817 x = 0.381966 | f(x) = 5993.995 | 667.9666 5323.439 2.589231 x = 0.618034 | f(x) = 5992.28 | 675.5276 5314.142 2.610971 x = 0.763932 | f(x) = 5994.583 | 684.7243 5307.234 2.624879 x = 0.560192 | f(x) = 5993.193 | 674.3577 5316.229 2.605555 x = 0.673762 | f(x) = 5993.516 | 679.517 5311.383 2.61624 ====================== step 28/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5993.214 | 676.8801 5313.723 2.610971 x = 1 | f(x) = 5947.375 | 653.1549 5291.553 2.666473 x = 0.381966 | f(x) = 5960.654 | 658.6073 5299.416 2.63092 x = 0.618034 | f(x) = 5953.224 | 654.1282 5296.452 2.644064 x = 0.763932 | f(x) = 5950.682 | 652.9765 5295.053 2.652429 x = 0.92796 | f(x) = 5950.923 | 655.2005 5293.06 2.662139 x = 0.833896 | f(x) = 5951.661 | 654.5442 5294.46 2.656534 ====================== step 29/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5953.463 | 658.639 5292.158 2.666473 x = 1 | f(x) = 5923.712 | 663.9641 5257.015 2.732752 x = 0.381966 | f(x) = 5928.143 | 647.2513 5278.201 2.690827 x = 0.618034 | f(x) = 5925.934 | 651.6611 5271.567 2.706475 x = 0.763932 | f(x) = 5924.71 | 655.9647 5266.029 2.716371 x = 0.854102 | f(x) = 5923.735 | 659.167 5261.846 2.722574 x = 0.90983 | f(x) = 5921.619 | 661.3252 5257.567 2.726441 ====================== step 30/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5921.379 | 661.4194 5257.233 2.726441 x = 1 | f(x) = 5907.692 | 644.747 5260.116 2.829035 x = 0.381966 | f(x) = 5906.607 | 650.5033 5253.338 2.765293 x = 0.618034 | f(x) = 5895.816 | 645.9726 5247.051 2.791968 x = 0.763932 | f(x) = 5898.008 | 644.4055 5250.793 2.809198 x = 0.643738 | f(x) = 5896.636 | 645.8059 5248.035 2.794988 x = 0.527864 | f(x) = 5897.877 | 647.5313 5247.564 2.781549 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.024886 Total Core solution elapsed time: 19.197 Linear solver elapsed time: 12.5107 (65%) Total elapsed time: 0 hrs 0 min 19 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 36.9036 > 1 % Convergence criterion: norm(du)/norm(u) 50.2946 > 10 % Convergence criterion: max(du) 0.000154842 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66269e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 4.18592 > 1 % Convergence criterion: norm(du)/norm(u) 6.45368 < 10 % Convergence criterion: max(du) 1.97508e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.80071e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.959296 < 1 % Convergence criterion: norm(du)/norm(u) 2.64143 < 10 % Convergence criterion: max(du) 8.63606e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 3 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46839e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.80914e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.626923 < 1 % Convergence criterion: norm(du)/norm(u) 43.9538 > 10 % Convergence criterion: max(du) 0.00013078 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61741e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189795 < 1 % Convergence criterion: norm(du)/norm(u) 4.62263 < 10 % Convergence criterion: max(du) 1.04928e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60886e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63557e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.29963 < 1 % Convergence criterion: norm(du)/norm(u) 27.357 > 10 % Convergence criterion: max(du) 6.54666e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.85615e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0915842 < 1 % Convergence criterion: norm(du)/norm(u) 4.64689 < 10 % Convergence criterion: max(du) 1.72723e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.87662e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65552e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.210608 < 1 % Convergence criterion: norm(du)/norm(u) 13.496 > 10 % Convergence criterion: max(du) 5.03715e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50494e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.058913 < 1 % Convergence criterion: norm(du)/norm(u) 3.94568 < 10 % Convergence criterion: max(du) 2.39942e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67289e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.87289e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.172075 < 1 % Convergence criterion: norm(du)/norm(u) 10.0264 > 10 % Convergence criterion: max(du) 5.50351e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.74717e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0488402 < 1 % Convergence criterion: norm(du)/norm(u) 4.52227 < 10 % Convergence criterion: max(du) 2.74609e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46768e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.95374e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.154391 < 1 % Convergence criterion: norm(du)/norm(u) 8.99412 < 10 % Convergence criterion: max(du) 5.14608e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88427e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71646e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.164343 < 1 % Convergence criterion: norm(du)/norm(u) 8.96049 < 10 % Convergence criterion: max(du) 5.05384e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55469e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58524e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.162107 < 1 % Convergence criterion: norm(du)/norm(u) 7.52687 < 10 % Convergence criterion: max(du) 4.34093e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0914e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68265e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.157025 < 1 % Convergence criterion: norm(du)/norm(u) 5.80389 < 10 % Convergence criterion: max(du) 3.63478e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68135e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65702e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.151438 < 1 % Convergence criterion: norm(du)/norm(u) 4.33125 < 10 % Convergence criterion: max(du) 2.8696e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.70187e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79199e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.145963 < 1 % Convergence criterion: norm(du)/norm(u) 3.24273 < 10 % Convergence criterion: max(du) 2.20402e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66168e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83357e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.140757 < 1 % Convergence criterion: norm(du)/norm(u) 2.49569 < 10 % Convergence criterion: max(du) 1.69137e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65812e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.86889e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.135888 < 1 % Convergence criterion: norm(du)/norm(u) 2.00294 < 10 % Convergence criterion: max(du) 1.32375e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.2438e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71114e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.131429 < 1 % Convergence criterion: norm(du)/norm(u) 1.68334 < 10 % Convergence criterion: max(du) 1.06993e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69039e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.88097e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.127426 < 1 % Convergence criterion: norm(du)/norm(u) 1.47387 < 10 % Convergence criterion: max(du) 8.95916e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58903e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65497e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.123862 < 1 % Convergence criterion: norm(du)/norm(u) 1.33485 < 10 % Convergence criterion: max(du) 7.7566e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6956e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.6147e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.120695 < 1 % Convergence criterion: norm(du)/norm(u) 1.23825 < 10 % Convergence criterion: max(du) 6.90237e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67086e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.74708e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.117877 < 1 % Convergence criterion: norm(du)/norm(u) 1.16683 < 10 % Convergence criterion: max(du) 6.26909e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69458e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75647e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.115348 < 1 % Convergence criterion: norm(du)/norm(u) 1.11012 < 10 % Convergence criterion: max(du) 5.77489e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63921e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.78386e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.113057 < 1 % Convergence criterion: norm(du)/norm(u) 1.06219 < 10 % Convergence criterion: max(du) 5.36896e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67241e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79444e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.11096 < 1 % Convergence criterion: norm(du)/norm(u) 1.01971 < 10 % Convergence criterion: max(du) 5.02071e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59178e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77697e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.109028 < 1 % Convergence criterion: norm(du)/norm(u) 0.980716 < 10 % Convergence criterion: max(du) 4.71242e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04038e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.107249 < 1 % Convergence criterion: norm(du)/norm(u) 0.944488 < 10 % Convergence criterion: max(du) 4.43423e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65447e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68397e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.105604 < 1 % Convergence criterion: norm(du)/norm(u) 0.910484 < 10 % Convergence criterion: max(du) 4.18077e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76561e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.7633e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.104068 < 1 % Convergence criterion: norm(du)/norm(u) 0.878442 < 10 % Convergence criterion: max(du) 3.94914e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.85485e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.84496e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.102627 < 1 % Convergence criterion: norm(du)/norm(u) 0.84817 < 10 % Convergence criterion: max(du) 3.73748e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60333e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.88121e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.101269 < 1 % Convergence criterion: norm(du)/norm(u) 0.819596 < 10 % Convergence criterion: max(du) 3.54432e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.94968e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59133e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.099986 < 1 % Convergence criterion: norm(du)/norm(u) 0.792599 < 10 % Convergence criterion: max(du) 3.36823e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10432e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71446e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0987683 < 1 % Convergence criterion: norm(du)/norm(u) 0.766973 < 10 % Convergence criterion: max(du) 3.2077e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.34289e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76762e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.097609 < 1 % Convergence criterion: norm(du)/norm(u) 0.742606 < 10 % Convergence criterion: max(du) 3.06117e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.7591e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65089e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0965021 < 1 % Convergence criterion: norm(du)/norm(u) 0.719506 < 10 % Convergence criterion: max(du) 2.92896e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76534e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.78336e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0954441 < 1 % Convergence criterion: norm(du)/norm(u) 0.697603 < 10 % Convergence criterion: max(du) 2.81174e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59283e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.86899e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0944289 < 1 % Convergence criterion: norm(du)/norm(u) 0.676853 < 10 % Convergence criterion: max(du) 2.70889e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84202e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.87116e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0934533 < 1 % Convergence criterion: norm(du)/norm(u) 0.657234 < 10 % Convergence criterion: max(du) 2.61778e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5559e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0925141 < 1 % Convergence criterion: norm(du)/norm(u) 0.63862 < 10 % Convergence criterion: max(du) 2.53451e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55664e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62479e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0916078 < 1 % Convergence criterion: norm(du)/norm(u) 0.620847 < 10 % Convergence criterion: max(du) 2.45591e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6211e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56734e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0907312 < 1 % Convergence criterion: norm(du)/norm(u) 0.603774 < 10 % Convergence criterion: max(du) 2.38007e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.78357e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61352e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0898818 < 1 % Convergence criterion: norm(du)/norm(u) 0.587275 < 10 % Convergence criterion: max(du) 2.30628e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53671e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.94426e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0890573 < 1 % Convergence criterion: norm(du)/norm(u) 0.571272 < 10 % Convergence criterion: max(du) 2.23457e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.93213e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.088256 < 1 % Convergence criterion: norm(du)/norm(u) 0.555722 < 10 % Convergence criterion: max(du) 2.16533e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44841e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66725e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0874763 < 1 % Convergence criterion: norm(du)/norm(u) 0.540621 < 10 % Convergence criterion: max(du) 2.09897e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43523e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5335e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0867169 < 1 % Convergence criterion: norm(du)/norm(u) 0.525963 < 10 % Convergence criterion: max(du) 2.03579e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9227e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59555e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0859763 < 1 % Convergence criterion: norm(du)/norm(u) 0.511744 < 10 % Convergence criterion: max(du) 1.97592e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9456e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68231e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0852535 < 1 % Convergence criterion: norm(du)/norm(u) 0.497961 < 10 % Convergence criterion: max(du) 1.91932e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73615e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0845475 < 1 % Convergence criterion: norm(du)/norm(u) 0.484607 < 10 % Convergence criterion: max(du) 1.86589e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.71094e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70527e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0838577 < 1 % Convergence criterion: norm(du)/norm(u) 0.471685 < 10 % Convergence criterion: max(du) 1.81543e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61936e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75489e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0831831 < 1 % Convergence criterion: norm(du)/norm(u) 0.459161 < 10 % Convergence criterion: max(du) 1.76774e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5435e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79964e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.082523 < 1 % Convergence criterion: norm(du)/norm(u) 0.447071 < 10 % Convergence criterion: max(du) 1.72258e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82125e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.6066e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0818764 < 1 % Convergence criterion: norm(du)/norm(u) 0.435391 < 10 % Convergence criterion: max(du) 1.67977e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49719e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.9092e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0812437 < 1 % Convergence criterion: norm(du)/norm(u) 0.424117 < 10 % Convergence criterion: max(du) 1.63912e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.77671e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60948e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0806238 < 1 % Convergence criterion: norm(du)/norm(u) 0.413234 < 10 % Convergence criterion: max(du) 1.60048e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63651e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83058e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0800205 < 1 % Convergence criterion: norm(du)/norm(u) 0.397316 < 10 % Convergence criterion: max(du) 1.552e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14514e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62275e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0794292 < 1 % Convergence criterion: norm(du)/norm(u) 0.381177 < 10 % Convergence criterion: max(du) 1.50189e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9219e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83694e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0788494 < 1 % Convergence criterion: norm(du)/norm(u) 0.365536 < 10 % Convergence criterion: max(du) 1.45386e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.75108e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62674e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0782806 < 1 % Convergence criterion: norm(du)/norm(u) 0.350543 < 10 % Convergence criterion: max(du) 1.40887e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88234e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5994e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0777227 < 1 % Convergence criterion: norm(du)/norm(u) 0.336218 < 10 % Convergence criterion: max(du) 1.36693e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77402e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0771752 < 1 % Convergence criterion: norm(du)/norm(u) 0.322546 < 10 % Convergence criterion: max(du) 1.32775e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.52327e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62582e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0766378 < 1 % Convergence criterion: norm(du)/norm(u) 0.309493 < 10 % Convergence criterion: max(du) 1.291e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.01592e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63835e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0761106 < 1 % Convergence criterion: norm(du)/norm(u) 0.29704 < 10 % Convergence criterion: max(du) 1.25632e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.70699e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58547e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0755928 < 1 % Convergence criterion: norm(du)/norm(u) 0.285065 < 10 % Convergence criterion: max(du) 1.22337e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.80987e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0750838 < 1 % Convergence criterion: norm(du)/norm(u) 0.273807 < 10 % Convergence criterion: max(du) 1.19189e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42537e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76706e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0745836 < 1 % Convergence criterion: norm(du)/norm(u) 0.263097 < 10 % Convergence criterion: max(du) 1.16165e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62839e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65445e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0740922 < 1 % Convergence criterion: norm(du)/norm(u) 0.253041 < 10 % Convergence criterion: max(du) 1.13249e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76932e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66627e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0736093 < 1 % Convergence criterion: norm(du)/norm(u) 0.243569 < 10 % Convergence criterion: max(du) 1.10429e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.08928e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63803e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0731343 < 1 % Convergence criterion: norm(du)/norm(u) 0.234663 < 10 % Convergence criterion: max(du) 1.07697e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73481e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55566e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.072667 < 1 % Convergence criterion: norm(du)/norm(u) 0.22627 < 10 % Convergence criterion: max(du) 1.05046e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69813e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0722078 < 1 % Convergence criterion: norm(du)/norm(u) 0.218445 < 10 % Convergence criterion: max(du) 1.02472e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68598e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71893e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0717558 < 1 % Convergence criterion: norm(du)/norm(u) 0.21117 < 10 % Convergence criterion: max(du) 9.99696e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53367e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70264e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0713112 < 1 % Convergence criterion: norm(du)/norm(u) 0.204457 < 10 % Convergence criterion: max(du) 9.75362e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5645e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.89069e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0708733 < 1 % Convergence criterion: norm(du)/norm(u) 0.198238 < 10 % Convergence criterion: max(du) 9.5168e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.92369e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63298e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0704422 < 1 % Convergence criterion: norm(du)/norm(u) 0.192454 < 10 % Convergence criterion: max(du) 9.28272e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.94929e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58623e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0700178 < 1 % Convergence criterion: norm(du)/norm(u) 0.18729 < 10 % Convergence criterion: max(du) 9.05092e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84277e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56995e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0696 < 1 % Convergence criterion: norm(du)/norm(u) 0.182675 < 10 % Convergence criterion: max(du) 8.8224e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.79733e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70318e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0691883 < 1 % Convergence criterion: norm(du)/norm(u) 0.178566 < 10 % Convergence criterion: max(du) 8.59861e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56933e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76052e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0687826 < 1 % Convergence criterion: norm(du)/norm(u) 0.17494 < 10 % Convergence criterion: max(du) 8.38073e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.81367e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49004e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0683825 < 1 % Convergence criterion: norm(du)/norm(u) 0.171801 < 10 % Convergence criterion: max(du) 8.16927e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.37778e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63161e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0679884 < 1 % Convergence criterion: norm(du)/norm(u) 0.168896 < 10 % Convergence criterion: max(du) 7.96414e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48183e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62398e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0675996 < 1 % Convergence criterion: norm(du)/norm(u) 0.166233 < 10 % Convergence criterion: max(du) 7.76498e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46907e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79283e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0672163 < 1 % Convergence criterion: norm(du)/norm(u) 0.164213 < 10 % Convergence criterion: max(du) 7.5713e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73779e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59555e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0668382 < 1 % Convergence criterion: norm(du)/norm(u) 0.162755 < 10 % Convergence criterion: max(du) 7.38265e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.2711e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5771e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0664657 < 1 % Convergence criterion: norm(du)/norm(u) 0.161561 < 10 % Convergence criterion: max(du) 7.19866e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.72847e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72746e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0660982 < 1 % Convergence criterion: norm(du)/norm(u) 0.16078 < 10 % Convergence criterion: max(du) 7.01902e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55263e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.8917e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0657357 < 1 % Convergence criterion: norm(du)/norm(u) 0.160396 < 10 % Convergence criterion: max(du) 6.84347e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65924e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.81672e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0653783 < 1 % Convergence criterion: norm(du)/norm(u) 0.160366 < 10 % Convergence criterion: max(du) 6.6718e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.01835e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.81666e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0650256 < 1 % Convergence criterion: norm(du)/norm(u) 0.160586 < 10 % Convergence criterion: max(du) 6.5038e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43265e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69094e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0646777 < 1 % Convergence criterion: norm(du)/norm(u) 0.160764 < 10 % Convergence criterion: max(du) 6.34082e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50728e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72147e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0643345 < 1 % Convergence criterion: norm(du)/norm(u) 0.161498 < 10 % Convergence criterion: max(du) 6.18039e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11088e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69614e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0639956 < 1 % Convergence criterion: norm(du)/norm(u) 0.162772 < 10 % Convergence criterion: max(du) 6.02326e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.25738e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64953e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0636613 < 1 % Convergence criterion: norm(du)/norm(u) 0.164501 < 10 % Convergence criterion: max(du) 5.86897e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66551e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77517e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0633313 < 1 % Convergence criterion: norm(du)/norm(u) 0.166412 < 10 % Convergence criterion: max(du) 5.93924e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84705e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75833e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.063006 < 1 % Convergence criterion: norm(du)/norm(u) 0.168526 < 10 % Convergence criterion: max(du) 6.18265e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61819e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58446e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0626849 < 1 % Convergence criterion: norm(du)/norm(u) 0.170745 < 10 % Convergence criterion: max(du) 6.42703e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82947e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62579e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0623676 < 1 % Convergence criterion: norm(du)/norm(u) 0.173169 < 10 % Convergence criterion: max(du) 6.67301e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76425e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61052e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0620542 < 1 % Convergence criterion: norm(du)/norm(u) 0.175781 < 10 % Convergence criterion: max(du) 6.92124e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82219e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72285e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0617442 < 1 % Convergence criterion: norm(du)/norm(u) 0.178592 < 10 % Convergence criterion: max(du) 7.17233e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82249e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.802e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0614387 < 1 % Convergence criterion: norm(du)/norm(u) 0.181552 < 10 % Convergence criterion: max(du) 7.42693e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58992e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66471e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.061137 < 1 % Convergence criterion: norm(du)/norm(u) 0.184572 < 10 % Convergence criterion: max(du) 7.68569e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56129e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69318e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0608386 < 1 % Convergence criterion: norm(du)/norm(u) 0.187808 < 10 % Convergence criterion: max(du) 7.94928e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17882e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63407e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0605439 < 1 % Convergence criterion: norm(du)/norm(u) 0.19133 < 10 % Convergence criterion: max(du) 8.21837e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.81798e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48674e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0602527 < 1 % Convergence criterion: norm(du)/norm(u) 0.194863 < 10 % Convergence criterion: max(du) 8.49223e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.83077e-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: 0.034075 Total Core solution elapsed time: 23.7533 Linear solver elapsed time: 17.8595 (75%) Total elapsed time: 0 hrs 0 min 23 sec loading results from cluster Step 5: Plotting SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-IceBridge +++ 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 = 8321 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating surface and bedrock Constructing thickness reading IceBridge Jakobshavn bedrock Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties 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 file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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) = 28099.65 | 5964.341 22135.31 5.547563e-32 x = 1 | f(x) = 18898.66 | 3303.629 15595 0.02942783 ====================== step 2/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 18897.3 | 3302.652 15594.62 0.02942783 x = 1 | f(x) = 12003.97 | 1757.114 10246.64 0.215836 ====================== step 3/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 12001.99 | 1755.251 10246.52 0.215836 x = 1 | f(x) = 9834.379 | 1516.437 8317.475 0.4677579 ====================== step 4/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 9941.658 | 1624.781 8316.409 0.4677579 x = 1 | f(x) = 9520.299 | 1269.104 8250.713 0.4819272 ====================== step 5/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 9518.245 | 1267.183 8250.58 0.4819272 x = 1 | f(x) = 8300.647 | 1098.174 7201.662 0.8113603 ====================== step 6/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 8308.123 | 1106.877 7200.434 0.8113603 x = 1 | f(x) = 8046.115 | 1018.378 7026.846 0.8912152 ====================== step 7/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 8043.913 | 1016.424 7026.598 0.8912152 x = 1 | f(x) = 7658.357 | 974.9317 6682.361 1.063805 ====================== step 8/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7673.925 | 991.107 6681.755 1.063805 x = 1 | f(x) = 7541.901 | 920.1304 6620.671 1.098837 ====================== step 9/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7541.472 | 919.8027 6620.57 1.098837 x = 1 | f(x) = 7297.597 | 887.9993 6408.364 1.233838 ====================== step 10/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7302.935 | 893.7853 6407.915 1.233838 x = 1 | f(x) = 7203.666 | 873.9762 6328.393 1.29762 ====================== step 11/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 7203.386 | 873.8212 6328.268 1.29762 x = 1 | f(x) = 6964.726 | 808.053 6155.239 1.434543 ====================== step 12/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6966.147 | 809.9131 6154.8 1.434543 x = 1 | f(x) = 6849.022 | 835.4494 6011.981 1.591536 ====================== step 13/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6850.929 | 837.6503 6011.687 1.591536 x = 1 | f(x) = 6710.216 | 792.7064 5915.831 1.678639 ====================== step 14/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6710.191 | 792.9136 5915.598 1.678639 x = 1 | f(x) = 6603.655 | 777.4382 5824.426 1.791212 ====================== step 15/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6620.428 | 794.5635 5824.073 1.791212 x = 1 | f(x) = 6544.301 | 740.0425 5802.447 1.811805 ====================== step 16/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6544.313 | 740.0666 5802.435 1.811805 x = 1 | f(x) = 6466.957 | 759.8522 5705.169 1.936411 ====================== step 17/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6473.755 | 767.1069 5704.712 1.936411 x = 1 | f(x) = 6405.091 | 722.1951 5680.929 1.966967 ====================== step 18/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6405.15 | 722.358 5680.825 1.966967 x = 1 | f(x) = 6323.404 | 718.2838 5603.045 2.074999 ====================== step 19/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6328.101 | 723.4362 5602.59 2.074999 x = 1 | f(x) = 6298.544 | 724.6054 5571.8 2.138121 x = 0.381966 | f(x) = 6287.667 | 696.1168 5589.452 2.09846 x = 0.618034 | f(x) = 6287.639 | 702.0602 5583.466 2.113179 x = 0.763932 | f(x) = 6290.938 | 709.6453 5579.17 2.122488 x = 0.500997 | f(x) = 6287.276 | 698.5885 5586.582 2.105906 x = 0.502191 | f(x) = 6286.872 | 697.9427 5586.823 2.105979 ====================== step 20/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6286.765 | 697.7933 5586.866 2.105979 x = 1 | f(x) = 6225.106 | 690.7718 5532.149 2.186132 x = 0.381966 | f(x) = 6259.265 | 692.7755 5564.354 2.135805 x = 0.618034 | f(x) = 6246.042 | 691.86 5552.028 2.154728 x = 0.763932 | f(x) = 6240.561 | 694.6235 5543.771 2.166606 x = 0.854102 | f(x) = 6239.399 | 698.5901 5538.635 2.174025 x = 0.870673 | f(x) = 6240.866 | 701.1009 5537.59 2.175395 ====================== step 21/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6239.884 | 706.9366 5530.762 2.186132 x = 1 | f(x) = 6213.306 | 708.1508 5502.916 2.239583 x = 0.381966 | f(x) = 6205.046 | 684.9774 5517.863 2.205519 x = 0.618034 | f(x) = 6204.097 | 690.0236 5511.856 2.218136 x = 0.763932 | f(x) = 6206.597 | 695.9955 5508.375 2.226183 x = 0.536296 | f(x) = 6204.194 | 688.0837 5513.896 2.213711 x = 0.609267 | f(x) = 6204.182 | 689.8934 5512.071 2.217659 ====================== step 22/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6204.348 | 690.2693 5511.86 2.218136 x = 1 | f(x) = 6173.86 | 707.6781 5463.848 2.334134 x = 0.381966 | f(x) = 6174.956 | 682.5855 5490.109 2.261666 x = 0.618034 | f(x) = 6166.053 | 683.7515 5480.013 2.288809 x = 0.763932 | f(x) = 6167.569 | 691.6234 5473.64 2.305919 x = 0.649732 | f(x) = 6169.152 | 688.8794 5477.98 2.292483 x = 0.527864 | f(x) = 6169.729 | 683.8649 5483.585 2.278491 ====================== step 23/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6167.13 | 685.0362 5479.805 2.288809 x = 1 | f(x) = 6142.294 | 723.7016 5416.182 2.410336 x = 0.381966 | f(x) = 6141.311 | 686.6776 5452.3 2.332863 x = 0.618034 | f(x) = 6136.867 | 695.6314 5438.875 2.361517 x = 0.763932 | f(x) = 6138.497 | 706.0796 5430.038 2.37981 x = 0.619845 | f(x) = 6138.57 | 697.8434 5438.365 2.361741 x = 0.527864 | f(x) = 6137.671 | 691.3047 5444.016 2.350433 ====================== step 24/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6137.113 | 695.941 5438.811 2.361517 x = 1 | f(x) = 6082.133 | 684.5019 5395.185 2.445793 x = 0.381966 | f(x) = 6093.998 | 671.5106 5420.096 2.392336 x = 0.618034 | f(x) = 6081.11 | 667.6384 5411.06 2.412212 x = 0.763932 | f(x) = 6076.907 | 669.559 5404.923 2.424831 x = 0.904365 | f(x) = 6079.529 | 678.0003 5399.091 2.43722 x = 0.777851 | f(x) = 6079.773 | 673.4149 5403.932 2.426048 ====================== step 25/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6079.254 | 672.2179 5404.611 2.424831 x = 1 | f(x) = 6050.459 | 701.6502 5346.269 2.539351 x = 0.381966 | f(x) = 6051.059 | 667.8619 5380.729 2.46786 x = 0.618034 | f(x) = 6049.015 | 677.8956 5368.624 2.494514 x = 0.763932 | f(x) = 6049.5 | 686.646 5360.342 2.511347 x = 0.637994 | f(x) = 6049.225 | 679.8739 5366.854 2.496795 x = 0.527864 | f(x) = 6049.228 | 673.6761 5373.067 2.484282 ====================== step 26/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6048.981 | 678.0779 5368.409 2.494514 x = 1 | f(x) = 6036.978 | 703.8007 5330.58 2.596796 x = 0.381966 | f(x) = 6015.64 | 663.4991 5349.61 2.531663 x = 0.618034 | f(x) = 6007.986 | 662.8437 5342.586 2.555835 x = 0.763932 | f(x) = 6013.17 | 672.5415 5338.057 2.571239 x = 0.591127 | f(x) = 6011.415 | 665.4658 5343.396 2.553032 x = 0.672145 | f(x) = 6011.199 | 667.7277 5340.91 2.561509 ====================== step 27/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 6010.945 | 665.8135 5342.575 2.555835 x = 1 | f(x) = 5997.541 | 699.7999 5295.093 2.64817 x = 0.381966 | f(x) = 5993.995 | 667.9666 5323.439 2.589231 x = 0.618034 | f(x) = 5992.28 | 675.5276 5314.142 2.610971 x = 0.763932 | f(x) = 5994.583 | 684.7243 5307.234 2.624879 x = 0.560192 | f(x) = 5993.193 | 674.3577 5316.229 2.605555 x = 0.673762 | f(x) = 5993.516 | 679.517 5311.383 2.61624 ====================== step 28/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5993.214 | 676.8801 5313.723 2.610971 x = 1 | f(x) = 5947.375 | 653.1549 5291.553 2.666473 x = 0.381966 | f(x) = 5960.654 | 658.6073 5299.416 2.63092 x = 0.618034 | f(x) = 5953.224 | 654.1282 5296.452 2.644064 x = 0.763932 | f(x) = 5950.682 | 652.9765 5295.053 2.652429 x = 0.92796 | f(x) = 5950.923 | 655.2005 5293.06 2.662139 x = 0.833896 | f(x) = 5951.661 | 654.5442 5294.46 2.656534 ====================== step 29/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5953.463 | 658.639 5292.158 2.666473 x = 1 | f(x) = 5923.712 | 663.9641 5257.015 2.732752 x = 0.381966 | f(x) = 5928.143 | 647.2513 5278.201 2.690827 x = 0.618034 | f(x) = 5925.934 | 651.6611 5271.567 2.706475 x = 0.763932 | f(x) = 5924.71 | 655.9647 5266.029 2.716371 x = 0.854102 | f(x) = 5923.735 | 659.167 5261.846 2.722574 x = 0.90983 | f(x) = 5921.619 | 661.3252 5257.567 2.726441 ====================== step 30/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 5921.379 | 661.4194 5257.233 2.726441 x = 1 | f(x) = 5907.692 | 644.747 5260.116 2.829035 x = 0.381966 | f(x) = 5906.607 | 650.5033 5253.338 2.765293 x = 0.618034 | f(x) = 5895.816 | 645.9726 5247.051 2.791968 x = 0.763932 | f(x) = 5898.008 | 644.4055 5250.793 2.809198 x = 0.643738 | f(x) = 5896.636 | 645.8059 5248.035 2.794988 x = 0.527864 | f(x) = 5897.877 | 647.5313 5247.564 2.781549 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.024886 Total Core solution elapsed time: 19.197 Linear solver elapsed time: 12.5107 (65%) Total elapsed time: 0 hrs 0 min 19 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) 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: iteration 1/100 time [yr]: 0.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 36.9036 > 1 % Convergence criterion: norm(du)/norm(u) 50.2946 > 10 % Convergence criterion: max(du) 0.000154842 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66269e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 4.18592 > 1 % Convergence criterion: norm(du)/norm(u) 6.45368 < 10 % Convergence criterion: max(du) 1.97508e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.80071e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.959296 < 1 % Convergence criterion: norm(du)/norm(u) 2.64143 < 10 % Convergence criterion: max(du) 8.63606e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 3 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46839e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 2/100 time [yr]: 0.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.80914e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.626923 < 1 % Convergence criterion: norm(du)/norm(u) 43.9538 > 10 % Convergence criterion: max(du) 0.00013078 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61741e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189795 < 1 % Convergence criterion: norm(du)/norm(u) 4.62263 < 10 % Convergence criterion: max(du) 1.04928e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60886e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 3/100 time [yr]: 0.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63557e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.29963 < 1 % Convergence criterion: norm(du)/norm(u) 27.357 > 10 % Convergence criterion: max(du) 6.54666e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.85615e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0915842 < 1 % Convergence criterion: norm(du)/norm(u) 4.64689 < 10 % Convergence criterion: max(du) 1.72723e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.87662e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 4/100 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65552e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.210608 < 1 % Convergence criterion: norm(du)/norm(u) 13.496 > 10 % Convergence criterion: max(du) 5.03715e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.50494e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.058913 < 1 % Convergence criterion: norm(du)/norm(u) 3.94568 < 10 % Convergence criterion: max(du) 2.39942e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67289e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 5/100 time [yr]: 1.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.87289e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.172075 < 1 % Convergence criterion: norm(du)/norm(u) 10.0264 > 10 % Convergence criterion: max(du) 5.50351e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.74717e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0488402 < 1 % Convergence criterion: norm(du)/norm(u) 4.52227 < 10 % Convergence criterion: max(du) 2.74609e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46768e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 6/100 time [yr]: 1.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.95374e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.154391 < 1 % Convergence criterion: norm(du)/norm(u) 8.99412 < 10 % Convergence criterion: max(du) 5.14608e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88427e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 7/100 time [yr]: 1.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71646e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.164343 < 1 % Convergence criterion: norm(du)/norm(u) 8.96049 < 10 % Convergence criterion: max(du) 5.05384e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55469e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 8/100 time [yr]: 1.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58524e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.162107 < 1 % Convergence criterion: norm(du)/norm(u) 7.52687 < 10 % Convergence criterion: max(du) 4.34093e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0914e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 9/100 time [yr]: 1.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68265e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.157025 < 1 % Convergence criterion: norm(du)/norm(u) 5.80389 < 10 % Convergence criterion: max(du) 3.63478e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68135e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 10/100 time [yr]: 2.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65702e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.151438 < 1 % Convergence criterion: norm(du)/norm(u) 4.33125 < 10 % Convergence criterion: max(du) 2.8696e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.70187e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 11/100 time [yr]: 2.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79199e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.145963 < 1 % Convergence criterion: norm(du)/norm(u) 3.24273 < 10 % Convergence criterion: max(du) 2.20402e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66168e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 12/100 time [yr]: 2.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83357e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.140757 < 1 % Convergence criterion: norm(du)/norm(u) 2.49569 < 10 % Convergence criterion: max(du) 1.69137e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65812e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 13/100 time [yr]: 2.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.86889e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.135888 < 1 % Convergence criterion: norm(du)/norm(u) 2.00294 < 10 % Convergence criterion: max(du) 1.32375e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.2438e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 14/100 time [yr]: 2.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71114e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.131429 < 1 % Convergence criterion: norm(du)/norm(u) 1.68334 < 10 % Convergence criterion: max(du) 1.06993e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69039e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 15/100 time [yr]: 3.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.88097e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.127426 < 1 % Convergence criterion: norm(du)/norm(u) 1.47387 < 10 % Convergence criterion: max(du) 8.95916e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58903e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 16/100 time [yr]: 3.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65497e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.123862 < 1 % Convergence criterion: norm(du)/norm(u) 1.33485 < 10 % Convergence criterion: max(du) 7.7566e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6956e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 17/100 time [yr]: 3.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.6147e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.120695 < 1 % Convergence criterion: norm(du)/norm(u) 1.23825 < 10 % Convergence criterion: max(du) 6.90237e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67086e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 18/100 time [yr]: 3.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.74708e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.117877 < 1 % Convergence criterion: norm(du)/norm(u) 1.16683 < 10 % Convergence criterion: max(du) 6.26909e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69458e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 19/100 time [yr]: 3.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75647e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.115348 < 1 % Convergence criterion: norm(du)/norm(u) 1.11012 < 10 % Convergence criterion: max(du) 5.77489e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63921e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 20/100 time [yr]: 4.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.78386e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.113057 < 1 % Convergence criterion: norm(du)/norm(u) 1.06219 < 10 % Convergence criterion: max(du) 5.36896e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67241e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 21/100 time [yr]: 4.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79444e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.11096 < 1 % Convergence criterion: norm(du)/norm(u) 1.01971 < 10 % Convergence criterion: max(du) 5.02071e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59178e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 22/100 time [yr]: 4.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77697e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.109028 < 1 % Convergence criterion: norm(du)/norm(u) 0.980716 < 10 % Convergence criterion: max(du) 4.71242e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04038e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 23/100 time [yr]: 4.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.107249 < 1 % Convergence criterion: norm(du)/norm(u) 0.944488 < 10 % Convergence criterion: max(du) 4.43423e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65447e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 24/100 time [yr]: 4.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68397e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.105604 < 1 % Convergence criterion: norm(du)/norm(u) 0.910484 < 10 % Convergence criterion: max(du) 4.18077e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76561e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 25/100 time [yr]: 5.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.7633e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.104068 < 1 % Convergence criterion: norm(du)/norm(u) 0.878442 < 10 % Convergence criterion: max(du) 3.94914e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.85485e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 26/100 time [yr]: 5.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.84496e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.102627 < 1 % Convergence criterion: norm(du)/norm(u) 0.84817 < 10 % Convergence criterion: max(du) 3.73748e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60333e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 27/100 time [yr]: 5.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.88121e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.101269 < 1 % Convergence criterion: norm(du)/norm(u) 0.819596 < 10 % Convergence criterion: max(du) 3.54432e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.94968e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 28/100 time [yr]: 5.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59133e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.099986 < 1 % Convergence criterion: norm(du)/norm(u) 0.792599 < 10 % Convergence criterion: max(du) 3.36823e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10432e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 29/100 time [yr]: 5.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71446e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0987683 < 1 % Convergence criterion: norm(du)/norm(u) 0.766973 < 10 % Convergence criterion: max(du) 3.2077e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.34289e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 30/100 time [yr]: 6.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76762e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.097609 < 1 % Convergence criterion: norm(du)/norm(u) 0.742606 < 10 % Convergence criterion: max(du) 3.06117e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.7591e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 31/100 time [yr]: 6.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65089e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0965021 < 1 % Convergence criterion: norm(du)/norm(u) 0.719506 < 10 % Convergence criterion: max(du) 2.92896e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76534e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 32/100 time [yr]: 6.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.78336e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0954441 < 1 % Convergence criterion: norm(du)/norm(u) 0.697603 < 10 % Convergence criterion: max(du) 2.81174e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59283e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 33/100 time [yr]: 6.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.86899e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0944289 < 1 % Convergence criterion: norm(du)/norm(u) 0.676853 < 10 % Convergence criterion: max(du) 2.70889e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84202e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 34/100 time [yr]: 6.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.87116e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0934533 < 1 % Convergence criterion: norm(du)/norm(u) 0.657234 < 10 % Convergence criterion: max(du) 2.61778e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5559e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 35/100 time [yr]: 7.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0925141 < 1 % Convergence criterion: norm(du)/norm(u) 0.63862 < 10 % Convergence criterion: max(du) 2.53451e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55664e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 36/100 time [yr]: 7.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62479e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0916078 < 1 % Convergence criterion: norm(du)/norm(u) 0.620847 < 10 % Convergence criterion: max(du) 2.45591e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6211e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 37/100 time [yr]: 7.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56734e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0907312 < 1 % Convergence criterion: norm(du)/norm(u) 0.603774 < 10 % Convergence criterion: max(du) 2.38007e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.78357e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 38/100 time [yr]: 7.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61352e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0898818 < 1 % Convergence criterion: norm(du)/norm(u) 0.587275 < 10 % Convergence criterion: max(du) 2.30628e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53671e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 39/100 time [yr]: 7.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.94426e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0890573 < 1 % Convergence criterion: norm(du)/norm(u) 0.571272 < 10 % Convergence criterion: max(du) 2.23457e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.93213e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 40/100 time [yr]: 8.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68087e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.088256 < 1 % Convergence criterion: norm(du)/norm(u) 0.555722 < 10 % Convergence criterion: max(du) 2.16533e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44841e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 41/100 time [yr]: 8.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66725e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0874763 < 1 % Convergence criterion: norm(du)/norm(u) 0.540621 < 10 % Convergence criterion: max(du) 2.09897e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43523e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 42/100 time [yr]: 8.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5335e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0867169 < 1 % Convergence criterion: norm(du)/norm(u) 0.525963 < 10 % Convergence criterion: max(du) 2.03579e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9227e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 43/100 time [yr]: 8.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59555e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0859763 < 1 % Convergence criterion: norm(du)/norm(u) 0.511744 < 10 % Convergence criterion: max(du) 1.97592e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9456e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 44/100 time [yr]: 8.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.68231e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0852535 < 1 % Convergence criterion: norm(du)/norm(u) 0.497961 < 10 % Convergence criterion: max(du) 1.91932e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73615e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 45/100 time [yr]: 9.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0845475 < 1 % Convergence criterion: norm(du)/norm(u) 0.484607 < 10 % Convergence criterion: max(du) 1.86589e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.71094e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 46/100 time [yr]: 9.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70527e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0838577 < 1 % Convergence criterion: norm(du)/norm(u) 0.471685 < 10 % Convergence criterion: max(du) 1.81543e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61936e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 47/100 time [yr]: 9.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75489e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0831831 < 1 % Convergence criterion: norm(du)/norm(u) 0.459161 < 10 % Convergence criterion: max(du) 1.76774e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5435e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 48/100 time [yr]: 9.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79964e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.082523 < 1 % Convergence criterion: norm(du)/norm(u) 0.447071 < 10 % Convergence criterion: max(du) 1.72258e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82125e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 49/100 time [yr]: 9.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.6066e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0818764 < 1 % Convergence criterion: norm(du)/norm(u) 0.435391 < 10 % Convergence criterion: max(du) 1.67977e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49719e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 50/100 time [yr]: 10.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.9092e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0812437 < 1 % Convergence criterion: norm(du)/norm(u) 0.424117 < 10 % Convergence criterion: max(du) 1.63912e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.77671e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 51/100 time [yr]: 10.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.60948e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0806238 < 1 % Convergence criterion: norm(du)/norm(u) 0.413234 < 10 % Convergence criterion: max(du) 1.60048e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63651e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 52/100 time [yr]: 10.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83058e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0800205 < 1 % Convergence criterion: norm(du)/norm(u) 0.397316 < 10 % Convergence criterion: max(du) 1.552e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14514e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 53/100 time [yr]: 10.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62275e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0794292 < 1 % Convergence criterion: norm(du)/norm(u) 0.381177 < 10 % Convergence criterion: max(du) 1.50189e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9219e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 54/100 time [yr]: 10.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.83694e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0788494 < 1 % Convergence criterion: norm(du)/norm(u) 0.365536 < 10 % Convergence criterion: max(du) 1.45386e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.75108e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 55/100 time [yr]: 11.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62674e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0782806 < 1 % Convergence criterion: norm(du)/norm(u) 0.350543 < 10 % Convergence criterion: max(du) 1.40887e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.88234e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 56/100 time [yr]: 11.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5994e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0777227 < 1 % Convergence criterion: norm(du)/norm(u) 0.336218 < 10 % Convergence criterion: max(du) 1.36693e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 57/100 time [yr]: 11.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77402e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0771752 < 1 % Convergence criterion: norm(du)/norm(u) 0.322546 < 10 % Convergence criterion: max(du) 1.32775e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.52327e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 58/100 time [yr]: 11.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62582e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0766378 < 1 % Convergence criterion: norm(du)/norm(u) 0.309493 < 10 % Convergence criterion: max(du) 1.291e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.01592e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 59/100 time [yr]: 11.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63835e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0761106 < 1 % Convergence criterion: norm(du)/norm(u) 0.29704 < 10 % Convergence criterion: max(du) 1.25632e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.70699e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 60/100 time [yr]: 12.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58547e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0755928 < 1 % Convergence criterion: norm(du)/norm(u) 0.285065 < 10 % Convergence criterion: max(du) 1.22337e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.80987e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 61/100 time [yr]: 12.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58683e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0750838 < 1 % Convergence criterion: norm(du)/norm(u) 0.273807 < 10 % Convergence criterion: max(du) 1.19189e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42537e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 62/100 time [yr]: 12.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76706e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0745836 < 1 % Convergence criterion: norm(du)/norm(u) 0.263097 < 10 % Convergence criterion: max(du) 1.16165e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62839e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 63/100 time [yr]: 12.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.65445e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0740922 < 1 % Convergence criterion: norm(du)/norm(u) 0.253041 < 10 % Convergence criterion: max(du) 1.13249e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76932e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 64/100 time [yr]: 12.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66627e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0736093 < 1 % Convergence criterion: norm(du)/norm(u) 0.243569 < 10 % Convergence criterion: max(du) 1.10429e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.08928e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 65/100 time [yr]: 13.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63803e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0731343 < 1 % Convergence criterion: norm(du)/norm(u) 0.234663 < 10 % Convergence criterion: max(du) 1.07697e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73481e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 66/100 time [yr]: 13.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.55566e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.072667 < 1 % Convergence criterion: norm(du)/norm(u) 0.22627 < 10 % Convergence criterion: max(du) 1.05046e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61156e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 67/100 time [yr]: 13.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69813e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0722078 < 1 % Convergence criterion: norm(du)/norm(u) 0.218445 < 10 % Convergence criterion: max(du) 1.02472e-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 call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68598e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 68/100 time [yr]: 13.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.71893e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0717558 < 1 % Convergence criterion: norm(du)/norm(u) 0.21117 < 10 % Convergence criterion: max(du) 9.99696e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53367e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 69/100 time [yr]: 13.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70264e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0713112 < 1 % Convergence criterion: norm(du)/norm(u) 0.204457 < 10 % Convergence criterion: max(du) 9.75362e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5645e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 70/100 time [yr]: 14.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.89069e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0708733 < 1 % Convergence criterion: norm(du)/norm(u) 0.198238 < 10 % Convergence criterion: max(du) 9.5168e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.92369e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 71/100 time [yr]: 14.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63298e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0704422 < 1 % Convergence criterion: norm(du)/norm(u) 0.192454 < 10 % Convergence criterion: max(du) 9.28272e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.94929e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 72/100 time [yr]: 14.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58623e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0700178 < 1 % Convergence criterion: norm(du)/norm(u) 0.18729 < 10 % Convergence criterion: max(du) 9.05092e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84277e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 73/100 time [yr]: 14.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.56995e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0696 < 1 % Convergence criterion: norm(du)/norm(u) 0.182675 < 10 % Convergence criterion: max(du) 8.8224e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.79733e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 74/100 time [yr]: 14.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.70318e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0691883 < 1 % Convergence criterion: norm(du)/norm(u) 0.178566 < 10 % Convergence criterion: max(du) 8.59861e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56933e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 75/100 time [yr]: 15.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.76052e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0687826 < 1 % Convergence criterion: norm(du)/norm(u) 0.17494 < 10 % Convergence criterion: max(du) 8.38073e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.81367e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 76/100 time [yr]: 15.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.49004e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0683825 < 1 % Convergence criterion: norm(du)/norm(u) 0.171801 < 10 % Convergence criterion: max(du) 8.16927e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.37778e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 77/100 time [yr]: 15.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63161e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0679884 < 1 % Convergence criterion: norm(du)/norm(u) 0.168896 < 10 % Convergence criterion: max(du) 7.96414e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48183e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 78/100 time [yr]: 15.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62398e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0675996 < 1 % Convergence criterion: norm(du)/norm(u) 0.166233 < 10 % Convergence criterion: max(du) 7.76498e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.46907e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 79/100 time [yr]: 15.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.79283e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0672163 < 1 % Convergence criterion: norm(du)/norm(u) 0.164213 < 10 % Convergence criterion: max(du) 7.5713e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73779e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 80/100 time [yr]: 16.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.59555e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0668382 < 1 % Convergence criterion: norm(du)/norm(u) 0.162755 < 10 % Convergence criterion: max(du) 7.38265e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.2711e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 81/100 time [yr]: 16.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.5771e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0664657 < 1 % Convergence criterion: norm(du)/norm(u) 0.161561 < 10 % Convergence criterion: max(du) 7.19866e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.72847e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 82/100 time [yr]: 16.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72746e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0660982 < 1 % Convergence criterion: norm(du)/norm(u) 0.16078 < 10 % Convergence criterion: max(du) 7.01902e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55263e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 83/100 time [yr]: 16.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.8917e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0657357 < 1 % Convergence criterion: norm(du)/norm(u) 0.160396 < 10 % Convergence criterion: max(du) 6.84347e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.65924e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 84/100 time [yr]: 16.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.81672e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0653783 < 1 % Convergence criterion: norm(du)/norm(u) 0.160366 < 10 % Convergence criterion: max(du) 6.6718e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.01835e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 85/100 time [yr]: 17.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.81666e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0650256 < 1 % Convergence criterion: norm(du)/norm(u) 0.160586 < 10 % Convergence criterion: max(du) 6.5038e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43265e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 86/100 time [yr]: 17.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69094e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0646777 < 1 % Convergence criterion: norm(du)/norm(u) 0.160764 < 10 % Convergence criterion: max(du) 6.34082e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50728e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 87/100 time [yr]: 17.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72147e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0643345 < 1 % Convergence criterion: norm(du)/norm(u) 0.161498 < 10 % Convergence criterion: max(du) 6.18039e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11088e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 88/100 time [yr]: 17.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69614e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0639956 < 1 % Convergence criterion: norm(du)/norm(u) 0.162772 < 10 % Convergence criterion: max(du) 6.02326e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.25738e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 89/100 time [yr]: 17.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.64953e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0636613 < 1 % Convergence criterion: norm(du)/norm(u) 0.164501 < 10 % Convergence criterion: max(du) 5.86897e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.66551e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 90/100 time [yr]: 18.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.77517e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0633313 < 1 % Convergence criterion: norm(du)/norm(u) 0.166412 < 10 % Convergence criterion: max(du) 5.93924e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.84705e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 91/100 time [yr]: 18.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.75833e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.063006 < 1 % Convergence criterion: norm(du)/norm(u) 0.168526 < 10 % Convergence criterion: max(du) 6.18265e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61819e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 92/100 time [yr]: 18.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.58446e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0626849 < 1 % Convergence criterion: norm(du)/norm(u) 0.170745 < 10 % Convergence criterion: max(du) 6.42703e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82947e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 93/100 time [yr]: 18.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.62579e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0623676 < 1 % Convergence criterion: norm(du)/norm(u) 0.173169 < 10 % Convergence criterion: max(du) 6.67301e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76425e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 94/100 time [yr]: 18.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.61052e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0620542 < 1 % Convergence criterion: norm(du)/norm(u) 0.175781 < 10 % Convergence criterion: max(du) 6.92124e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82219e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 95/100 time [yr]: 19.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.72285e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0617442 < 1 % Convergence criterion: norm(du)/norm(u) 0.178592 < 10 % Convergence criterion: max(du) 7.17233e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.82249e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 96/100 time [yr]: 19.20 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.802e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0614387 < 1 % Convergence criterion: norm(du)/norm(u) 0.181552 < 10 % Convergence criterion: max(du) 7.42693e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58992e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 97/100 time [yr]: 19.40 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.66471e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.061137 < 1 % Convergence criterion: norm(du)/norm(u) 0.184572 < 10 % Convergence criterion: max(du) 7.68569e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56129e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 98/100 time [yr]: 19.60 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.69318e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0608386 < 1 % Convergence criterion: norm(du)/norm(u) 0.187808 < 10 % Convergence criterion: max(du) 7.94928e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17882e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 99/100 time [yr]: 19.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.63407e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0605439 < 1 % Convergence criterion: norm(du)/norm(u) 0.19133 < 10 % Convergence criterion: max(du) 8.21837e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.81798e-16 Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs saving temporary results iteration 100/100 time [yr]: 20.00 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 9332 x 9332) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.48674e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0602527 < 1 % Convergence criterion: norm(du)/norm(u) 0.194863 < 10 % Convergence criterion: max(du) 8.49223e-07 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 total number of iterations: 1 computing basal mass balance computing mass transport call computational core Updating constraints and active domain of analysis MasstransportAnalysis for time: 20 Allocating matrices (Kff stiffness matrix size: 4666 x 4666) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.83077e-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: 0.034075 Total Core solution elapsed time: 23.7533 Linear solver elapsed time: 17.8595 (75%) Total elapsed time: 0 hrs 0 min 23 sec loading results from cluster Step 5: Plotting SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-IceflowModels +++ 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 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.010246 Total Core solution elapsed time: 0.045217 Linear solver elapsed time: 0.009069 (20%) Total elapsed time: 0 hrs 0 min 0 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-IceflowModels +++ 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 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.010246 Total Core solution elapsed time: 0.045217 Linear solver elapsed time: 0.009069 (20%) Total elapsed time: 0 hrs 0 min 0 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Inversion +++ 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 creating thickness creating drag creating flow law paramter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004012 Total Core solution elapsed time: 0.119147 Linear solver elapsed time: 0.109677 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004154 Total Core solution elapsed time: 0.122267 Linear solver elapsed time: 0.112324 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 │ │ 10 │ f(x)= 52.098 │ 4.15e-07 │ 52.1 │ │ 11 │ f(x)= 26.462 │ 2.72e-07 │ 26.46 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 │ │ 13 │ f(x)= 9.8225 │ 1.14e-07 │ 9.822 │ │ 14 │ f(x)= 5.8087 │ 9.69e-08 │ 5.809 │ │ 15 │ f(x)= 2.4895 │ 9.36e-08 │ 2.49 │ │ 16 │ f(x)= 1.7087 │ 3.9e-08 │ 1.709 │ │ 17 │ f(x)= 1.3549 │ 3.96e-08 │ 1.355 │ │ 18 │ f(x)= 0.88095 │ 4.29e-08 │ 0.8809 │ │ 19 │ f(x)= 0.47917 │ 1.58e-08 │ 0.4792 │ │ 20 │ f(x)= 0.39798 │ 1.12e-08 │ 0.398 │ │ 21 │ f(x)= 0.32618 │ 1.1e-08 │ 0.3262 │ │ 22 │ f(x)= 0.20219 │ 9.75e-09 │ 0.2022 │ │ 23 │ f(x)= 0.19258 │ 2e-08 │ 0.1926 │ │ 24 │ f(x)= 0.13083 │ 9e-09 │ 0.1308 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004608 Total Core solution elapsed time: 2.21202 Linear solver elapsed time: 2.01575 (91%) Total elapsed time: 0 hrs 0 min 2 sec INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-30 │ │ 2 │ f(x)= 71319 │ 0.000249 │ 7.132e+04 3.972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0007499 │ │ 4 │ f(x)= 2627.9 │ 1.74e-05 │ 2627 1.297 │ │ 5 │ f(x)= 501.86 │ 3.38e-06 │ 501.8 0.07914 │ │ 6 │ f(x)= 727.82 │ 7.39e-06 │ 726.8 1.025 │ │ 7 │ f(x)= 161.71 │ 1.37e-06 │ 161.4 0.2828 │ │ 8 │ f(x)= 110.74 │ 1.54e-06 │ 110.1 0.6226 │ │ 9 │ f(x)= 75.417 │ 7.01e-07 │ 74.86 0.5524 │ │ 10 │ f(x)= 50.079 │ 3.95e-07 │ 49.47 0.6103 │ │ 11 │ f(x)= 27.016 │ 2.74e-07 │ 26.23 0.7915 │ │ 12 │ f(x)= 15.765 │ 1.64e-07 │ 14.96 0.806 │ │ 13 │ f(x)= 10.429 │ 1.16e-07 │ 9.679 0.7495 │ │ 14 │ f(x)= 6.1855 │ 9.8e-08 │ 5.48 0.706 │ │ 15 │ f(x)= 2.894 │ 8.74e-08 │ 2.219 0.6751 │ │ 16 │ f(x)= 2.0594 │ 3.93e-08 │ 1.444 0.6159 │ │ 17 │ f(x)= 1.6545 │ 3.92e-08 │ 1.06 0.5944 │ │ 18 │ f(x)= 1.2382 │ 3.66e-08 │ 0.6934 0.5447 │ │ 19 │ f(x)= 0.93157 │ 2.26e-08 │ 0.4485 0.4831 │ │ 20 │ f(x)= 0.82377 │ 1.47e-08 │ 0.3782 0.4455 │ │ 21 │ f(x)= 0.73206 │ 1.53e-08 │ 0.3127 0.4193 │ │ 22 │ f(x)= 0.60194 │ 1.25e-08 │ 0.2118 0.3902 │ │ 23 │ f(x)= 0.56118 │ 1.3e-08 │ 0.1899 0.3713 │ │ 24 │ f(x)= 0.54169 │ 7.15e-09 │ 0.1757 0.366 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004444 Total Core solution elapsed time: 2.17374 Linear solver elapsed time: 1.97923 (91%) Total elapsed time: 0 hrs 0 min 2 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Inversion +++ 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 creating thickness creating drag creating flow law paramter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004012 Total Core solution elapsed time: 0.119147 Linear solver elapsed time: 0.109677 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004154 Total Core solution elapsed time: 0.122267 Linear solver elapsed time: 0.112324 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 │ │ 10 │ f(x)= 52.098 │ 4.15e-07 │ 52.1 │ │ 11 │ f(x)= 26.462 │ 2.72e-07 │ 26.46 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 │ │ 13 │ f(x)= 9.8225 │ 1.14e-07 │ 9.822 │ │ 14 │ f(x)= 5.8087 │ 9.69e-08 │ 5.809 │ │ 15 │ f(x)= 2.4895 │ 9.36e-08 │ 2.49 │ │ 16 │ f(x)= 1.7087 │ 3.9e-08 │ 1.709 │ │ 17 │ f(x)= 1.3549 │ 3.96e-08 │ 1.355 │ │ 18 │ f(x)= 0.88095 │ 4.29e-08 │ 0.8809 │ │ 19 │ f(x)= 0.47917 │ 1.58e-08 │ 0.4792 │ │ 20 │ f(x)= 0.39798 │ 1.12e-08 │ 0.398 │ │ 21 │ f(x)= 0.32618 │ 1.1e-08 │ 0.3262 │ │ 22 │ f(x)= 0.20219 │ 9.75e-09 │ 0.2022 │ │ 23 │ f(x)= 0.19258 │ 2e-08 │ 0.1926 │ │ 24 │ f(x)= 0.13083 │ 9e-09 │ 0.1308 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004608 Total Core solution elapsed time: 2.21202 Linear solver elapsed time: 2.01575 (91%) Total elapsed time: 0 hrs 0 min 2 sec INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-30 │ │ 2 │ f(x)= 71319 │ 0.000249 │ 7.132e+04 3.972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0007499 │ │ 4 │ f(x)= 2627.9 │ 1.74e-05 │ 2627 1.297 │ │ 5 │ f(x)= 501.86 │ 3.38e-06 │ 501.8 0.07914 │ │ 6 │ f(x)= 727.82 │ 7.39e-06 │ 726.8 1.025 │ │ 7 │ f(x)= 161.71 │ 1.37e-06 │ 161.4 0.2828 │ │ 8 │ f(x)= 110.74 │ 1.54e-06 │ 110.1 0.6226 │ │ 9 │ f(x)= 75.417 │ 7.01e-07 │ 74.86 0.5524 │ │ 10 │ f(x)= 50.079 │ 3.95e-07 │ 49.47 0.6103 │ │ 11 │ f(x)= 27.016 │ 2.74e-07 │ 26.23 0.7915 │ │ 12 │ f(x)= 15.765 │ 1.64e-07 │ 14.96 0.806 │ │ 13 │ f(x)= 10.429 │ 1.16e-07 │ 9.679 0.7495 │ │ 14 │ f(x)= 6.1855 │ 9.8e-08 │ 5.48 0.706 │ │ 15 │ f(x)= 2.894 │ 8.74e-08 │ 2.219 0.6751 │ │ 16 │ f(x)= 2.0594 │ 3.93e-08 │ 1.444 0.6159 │ │ 17 │ f(x)= 1.6545 │ 3.92e-08 │ 1.06 0.5944 │ │ 18 │ f(x)= 1.2382 │ 3.66e-08 │ 0.6934 0.5447 │ │ 19 │ f(x)= 0.93157 │ 2.26e-08 │ 0.4485 0.4831 │ │ 20 │ f(x)= 0.82377 │ 1.47e-08 │ 0.3782 0.4455 │ │ 21 │ f(x)= 0.73206 │ 1.53e-08 │ 0.3127 0.4193 │ │ 22 │ f(x)= 0.60194 │ 1.25e-08 │ 0.2118 0.3902 │ │ 23 │ f(x)= 0.56118 │ 1.3e-08 │ 0.1899 0.3713 │ │ 24 │ f(x)= 0.54169 │ 7.15e-09 │ 0.1757 0.366 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004444 Total Core solution elapsed time: 2.17374 Linear solver elapsed time: 1.97923 (91%) Total elapsed time: 0 hrs 0 min 2 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Jakobshavn +++ 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 = 3046 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating thicknesses Interpolating bedrock topography Constructing surface elevation Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties Set other boundary conditions boundary conditions for stressbalance model: spc set as observed velocities 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 Step 3: Control method friction checking model consistency INFO: the outlog will look better if only md.verbose.control is turned on marshalling file Jakobshavn.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: preparing initial solution x | Cost function f(x) | List of contributions ====================== step 1/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 89363.89 | 89280.58 83.31433 x = 1 | f(x) = 76234.74 | 76154.74 80.00512 ====================== step 2/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 76416.09 | 76336.07 80.02122 x = 1 | f(x) = 66667.06 | 66590.22 76.84629 ====================== step 3/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 66341.94 | 66265.12 76.82057 x = 1 | f(x) = 59236.12 | 59162.26 73.86055 ====================== step 4/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 58920.94 | 58847.11 73.82904 x = 1 | f(x) = 53598.23 | 53527.14 71.08546 ====================== step 5/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 53344.96 | 53273.91 71.05464 x = 1 | f(x) = 49643.94 | 49575.14 68.7982 ====================== step 6/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 49456.08 | 49387.31 68.77171 x = 1 | f(x) = 46751.11 | 46684.22 66.88241 ====================== step 7/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 46608.41 | 46541.55 66.85948 x = 1 | f(x) = 44738.76 | 44673.54 65.21319 ====================== step 8/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 44634.79 | 44569.6 65.19433 x = 1 | f(x) = 43374.35 | 43310.55 63.80219 ====================== step 9/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 43229.81 | 43166.04 63.77154 x = 1 | f(x) = 42186.1 | 42123.54 62.5627 ====================== step 10/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 42059.62 | 41997.08 62.53554 x = 1 | f(x) = 41202.93 | 41141.47 61.45245 ====================== step 11/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 41096.1 | 41034.68 61.42691 x = 1 | f(x) = 40360.09 | 40299.65 60.44179 ====================== step 12/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40267.04 | 40206.62 60.41795 x = 1 | f(x) = 39627.41 | 39567.9 59.50847 ====================== step 13/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39545.72 | 39486.23 59.48616 x = 1 | f(x) = 39003.04 | 38944.4 58.63879 ====================== step 14/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38933.02 | 38874.41 58.61774 x = 1 | f(x) = 38463.76 | 38405.94 57.81945 ====================== step 15/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38402.42 | 38344.62 57.79982 x = 1 | f(x) = 38037.59 | 37980.54 57.04745 x = 0.381966 | f(x) = 38149.66 | 38092.18 57.47378 x = 0.618034 | f(x) = 38099.72 | 38042.41 57.31471 x = 0.763932 | f(x) = 38051.17 | 37993.96 57.20521 x = 0.854102 | f(x) = 38012.55 | 37955.41 57.13404 x = 0.90983 | f(x) = 37983.95 | 37926.86 57.08845 ====================== step 16/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37971.42 | 37914.34 57.08297 x = 1 | f(x) = 37677.27 | 37620.88 56.3812 x = 0.381966 | f(x) = 37794.33 | 37737.55 56.78912 x = 0.618034 | f(x) = 37751.99 | 37695.36 56.63927 x = 0.763932 | f(x) = 37709.47 | 37652.93 56.53592 x = 0.854102 | f(x) = 37675.2 | 37618.73 56.46872 x = 0.90983 | f(x) = 37649.62 | 37593.2 56.42567 ====================== step 17/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37638.54 | 37582.12 56.42059 x = 1 | f(x) = 37369.28 | 37313.53 55.75399 x = 0.381966 | f(x) = 37475.4 | 37419.26 56.14166 x = 0.618034 | f(x) = 37437.25 | 37381.25 55.99942 x = 0.763932 | f(x) = 37398.42 | 37342.52 55.90123 x = 0.854102 | f(x) = 37366.93 | 37311.09 55.83739 x = 0.90983 | f(x) = 37343.35 | 37287.56 55.7965 ====================== step 18/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37333.02 | 37277.23 55.79169 x = 1 | f(x) = 37082.09 | 37026.94 55.15374 x = 0.381966 | f(x) = 37181.19 | 37125.66 55.5253 x = 0.618034 | f(x) = 37145.62 | 37090.23 55.38915 x = 0.763932 | f(x) = 37109.3 | 37054.01 55.29505 x = 0.854102 | f(x) = 37079.8 | 37024.57 55.23385 x = 0.90983 | f(x) = 37057.68 | 37002.49 55.19466 ====================== step 19/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37047.95 | 36992.76 55.19004 x = 1 | f(x) = 36822.28 | 36767.7 54.57745 x = 0.381966 | f(x) = 36906.9 | 36851.96 54.93407 x = 0.618034 | f(x) = 36874.3 | 36819.5 54.80343 x = 0.763932 | f(x) = 36842.53 | 36787.81 54.71314 x = 0.854102 | f(x) = 36816.93 | 36762.28 54.65441 x = 0.90983 | f(x) = 36797.79 | 36743.18 54.6168 ====================== step 20/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36789.31 | 36734.7 54.61236 x = 1 | f(x) = 36588.69 | 36534.67 54.02496 x = 0.381966 | f(x) = 36667.29 | 36612.93 54.36737 x = 0.618034 | f(x) = 36638.86 | 36584.62 54.24222 x = 0.763932 | f(x) = 36609.83 | 36555.67 54.15549 x = 0.854102 | f(x) = 36586.19 | 36532.09 54.09908 x = 0.90983 | f(x) = 36568.42 | 36514.36 54.06297 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.012048 Total Core solution elapsed time: 5.19216 Linear solver elapsed time: 4.29537 (83%) Total elapsed time: 0 hrs 0 min 5 sec loading results from cluster Plotting SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Jakobshavn +++ 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 = 3046 Step 2: Parameterization Loading SeaRISE data from NetCDF Interpolating thicknesses Interpolating bedrock topography Constructing surface elevation Interpolating velocities Interpolating temperatures Interpolating surface mass balance Construct basal friction parameters Construct ice rheological properties Set other boundary conditions boundary conditions for stressbalance model: spc set as observed velocities 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 Step 3: Control method friction checking model consistency INFO: the outlog will look better if only md.verbose.control is turned on marshalling file Jakobshavn.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: preparing initial solution x | Cost function f(x) | List of contributions ====================== step 1/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 89363.89 | 89280.58 83.31433 x = 1 | f(x) = 76234.74 | 76154.74 80.00512 ====================== step 2/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 76416.09 | 76336.07 80.02122 x = 1 | f(x) = 66667.06 | 66590.22 76.84629 ====================== step 3/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 66341.94 | 66265.12 76.82057 x = 1 | f(x) = 59236.12 | 59162.26 73.86055 ====================== step 4/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 58920.94 | 58847.11 73.82904 x = 1 | f(x) = 53598.23 | 53527.14 71.08546 ====================== step 5/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 53344.96 | 53273.91 71.05464 x = 1 | f(x) = 49643.94 | 49575.14 68.7982 ====================== step 6/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 49456.08 | 49387.31 68.77171 x = 1 | f(x) = 46751.11 | 46684.22 66.88241 ====================== step 7/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 46608.41 | 46541.55 66.85948 x = 1 | f(x) = 44738.76 | 44673.54 65.21319 ====================== step 8/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 44634.79 | 44569.6 65.19433 x = 1 | f(x) = 43374.35 | 43310.55 63.80219 ====================== step 9/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 43229.81 | 43166.04 63.77154 x = 1 | f(x) = 42186.1 | 42123.54 62.5627 ====================== step 10/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 42059.62 | 41997.08 62.53554 x = 1 | f(x) = 41202.93 | 41141.47 61.45245 ====================== step 11/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 41096.1 | 41034.68 61.42691 x = 1 | f(x) = 40360.09 | 40299.65 60.44179 ====================== step 12/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40267.04 | 40206.62 60.41795 x = 1 | f(x) = 39627.41 | 39567.9 59.50847 ====================== step 13/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39545.72 | 39486.23 59.48616 x = 1 | f(x) = 39003.04 | 38944.4 58.63879 ====================== step 14/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38933.02 | 38874.41 58.61774 x = 1 | f(x) = 38463.76 | 38405.94 57.81945 ====================== step 15/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38402.42 | 38344.62 57.79982 x = 1 | f(x) = 38037.59 | 37980.54 57.04745 x = 0.381966 | f(x) = 38149.66 | 38092.18 57.47378 x = 0.618034 | f(x) = 38099.72 | 38042.41 57.31471 x = 0.763932 | f(x) = 38051.17 | 37993.96 57.20521 x = 0.854102 | f(x) = 38012.55 | 37955.41 57.13404 x = 0.90983 | f(x) = 37983.95 | 37926.86 57.08845 ====================== step 16/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37971.42 | 37914.34 57.08297 x = 1 | f(x) = 37677.27 | 37620.88 56.3812 x = 0.381966 | f(x) = 37794.33 | 37737.55 56.78912 x = 0.618034 | f(x) = 37751.99 | 37695.36 56.63927 x = 0.763932 | f(x) = 37709.47 | 37652.93 56.53592 x = 0.854102 | f(x) = 37675.2 | 37618.73 56.46872 x = 0.90983 | f(x) = 37649.62 | 37593.2 56.42567 ====================== step 17/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37638.54 | 37582.12 56.42059 x = 1 | f(x) = 37369.28 | 37313.53 55.75399 x = 0.381966 | f(x) = 37475.4 | 37419.26 56.14166 x = 0.618034 | f(x) = 37437.25 | 37381.25 55.99942 x = 0.763932 | f(x) = 37398.42 | 37342.52 55.90123 x = 0.854102 | f(x) = 37366.93 | 37311.09 55.83739 x = 0.90983 | f(x) = 37343.35 | 37287.56 55.7965 ====================== step 18/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37333.02 | 37277.23 55.79169 x = 1 | f(x) = 37082.09 | 37026.94 55.15374 x = 0.381966 | f(x) = 37181.19 | 37125.66 55.5253 x = 0.618034 | f(x) = 37145.62 | 37090.23 55.38915 x = 0.763932 | f(x) = 37109.3 | 37054.01 55.29505 x = 0.854102 | f(x) = 37079.8 | 37024.57 55.23385 x = 0.90983 | f(x) = 37057.68 | 37002.49 55.19466 ====================== step 19/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37047.95 | 36992.76 55.19004 x = 1 | f(x) = 36822.28 | 36767.7 54.57745 x = 0.381966 | f(x) = 36906.9 | 36851.96 54.93407 x = 0.618034 | f(x) = 36874.3 | 36819.5 54.80343 x = 0.763932 | f(x) = 36842.53 | 36787.81 54.71314 x = 0.854102 | f(x) = 36816.93 | 36762.28 54.65441 x = 0.90983 | f(x) = 36797.79 | 36743.18 54.6168 ====================== step 20/20 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36789.31 | 36734.7 54.61236 x = 1 | f(x) = 36588.69 | 36534.67 54.02496 x = 0.381966 | f(x) = 36667.29 | 36612.93 54.36737 x = 0.618034 | f(x) = 36638.86 | 36584.62 54.24222 x = 0.763932 | f(x) = 36609.83 | 36555.67 54.15549 x = 0.854102 | f(x) = 36586.19 | 36532.09 54.09908 x = 0.90983 | f(x) = 36568.42 | 36514.36 54.06297 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.012048 Total Core solution elapsed time: 5.19216 Linear solver elapsed time: 4.29537 (83%) Total elapsed time: 0 hrs 0 min 5 sec loading results from cluster Plotting SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-LcurveAnalysis +++ 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 creating thickness creating drag creating flow law paramter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.00413 Total Core solution elapsed time: 0.119552 Linear solver elapsed time: 0.109438 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004082 Total Core solution elapsed time: 0.126288 Linear solver elapsed time: 0.116688 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster ------------------------------------------------------------ alpha iteration: 1/31, alpha value: 1e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.0003972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 7.5e-08 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 0.0001327 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 7.927e-06 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 0.0001068 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 2.844e-05 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 6.549e-05 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 5.715e-05 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 6.311e-05 │ │ 11 │ f(x)= 26.462 │ 2.72e-07 │ 26.46 8.565e-05 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 9.124e-05 │ │ 13 │ f(x)= 9.8226 │ 1.14e-07 │ 9.822 9.174e-05 │ │ 14 │ f(x)= 5.8087 │ 9.69e-08 │ 5.809 9.448e-05 │ │ 15 │ f(x)= 2.4896 │ 9.36e-08 │ 2.489 0.0001059 │ │ 16 │ f(x)= 1.7088 │ 3.9e-08 │ 1.709 0.0001056 │ │ 17 │ f(x)= 1.3549 │ 3.96e-08 │ 1.355 0.0001093 │ │ 18 │ f(x)= 0.88103 │ 4.29e-08 │ 0.8809 0.0001114 │ │ 19 │ f(x)= 0.47927 │ 1.58e-08 │ 0.4791 0.0001157 │ │ 20 │ f(x)= 0.39808 │ 1.12e-08 │ 0.398 0.0001159 │ │ 21 │ f(x)= 0.32628 │ 1.1e-08 │ 0.3262 0.0001175 │ │ 22 │ f(x)= 0.20229 │ 9.75e-09 │ 0.2022 0.0001245 │ │ 23 │ f(x)= 0.1927 │ 2e-08 │ 0.1926 0.000128 │ │ 24 │ f(x)= 0.13094 │ 9e-09 │ 0.1308 0.0001282 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.00443 Total Core solution elapsed time: 2.19082 Linear solver elapsed time: 1.99445 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 2/31, alpha value: 1.9953e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.0007924 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.496e-07 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 0.0002648 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 1.582e-05 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 0.0002131 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 5.675e-05 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0001307 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.000114 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 0.0001259 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.0001709 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 0.000182 │ │ 13 │ f(x)= 9.8226 │ 1.14e-07 │ 9.822 0.000183 │ │ 14 │ f(x)= 5.8088 │ 9.69e-08 │ 5.809 0.0001885 │ │ 15 │ f(x)= 2.4897 │ 9.36e-08 │ 2.489 0.0002114 │ │ 16 │ f(x)= 1.7088 │ 3.9e-08 │ 1.709 0.0002107 │ │ 17 │ f(x)= 1.355 │ 3.96e-08 │ 1.355 0.000218 │ │ 18 │ f(x)= 0.88111 │ 4.29e-08 │ 0.8809 0.0002223 │ │ 19 │ f(x)= 0.47936 │ 1.58e-08 │ 0.4791 0.0002308 │ │ 20 │ f(x)= 0.39819 │ 1.12e-08 │ 0.398 0.0002313 │ │ 21 │ f(x)= 0.32639 │ 1.1e-08 │ 0.3262 0.0002344 │ │ 22 │ f(x)= 0.2024 │ 9.75e-09 │ 0.2022 0.0002484 │ │ 23 │ f(x)= 0.19282 │ 2e-08 │ 0.1926 0.0002552 │ │ 24 │ f(x)= 0.13105 │ 9e-09 │ 0.1308 0.0002557 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004492 Total Core solution elapsed time: 2.16463 Linear solver elapsed time: 1.97349 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 3/31, alpha value: 3.9811e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.001581 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 2.986e-07 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.0005284 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 3.156e-05 │ │ 6 │ f(x)= 749.29 │ 7.53e-06 │ 749.3 0.0004251 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 0.0001132 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0002607 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0002275 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 0.0002512 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.000341 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 0.0003632 │ │ 13 │ f(x)= 9.8228 │ 1.14e-07 │ 9.822 0.0003652 │ │ 14 │ f(x)= 5.809 │ 9.69e-08 │ 5.809 0.0003761 │ │ 15 │ f(x)= 2.4898 │ 9.36e-08 │ 2.489 0.0004217 │ │ 16 │ f(x)= 1.709 │ 3.9e-08 │ 1.709 0.0004203 │ │ 17 │ f(x)= 1.3551 │ 3.96e-08 │ 1.355 0.0004349 │ │ 18 │ f(x)= 0.88126 │ 4.29e-08 │ 0.8808 0.0004435 │ │ 19 │ f(x)= 0.47955 │ 1.58e-08 │ 0.4791 0.0004603 │ │ 20 │ f(x)= 0.39839 │ 1.11e-08 │ 0.3979 0.0004613 │ │ 21 │ f(x)= 0.3266 │ 1.1e-08 │ 0.3261 0.0004675 │ │ 22 │ f(x)= 0.20261 │ 9.75e-09 │ 0.2021 0.0004953 │ │ 23 │ f(x)= 0.19306 │ 2e-08 │ 0.1926 0.0005089 │ │ 24 │ f(x)= 0.13126 │ 9e-09 │ 0.1308 0.0005098 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004509 Total Core solution elapsed time: 2.27605 Linear solver elapsed time: 2.07667 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 4/31, alpha value: 7.9433e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.003155 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 5.957e-07 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.001054 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 6.297e-05 │ │ 6 │ f(x)= 749.29 │ 7.53e-06 │ 749.3 0.0008482 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 0.0002259 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0005202 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0004539 │ │ 10 │ f(x)= 52.096 │ 4.15e-07 │ 52.1 0.0005013 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.0006803 │ │ 12 │ f(x)= 15.28 │ 1.65e-07 │ 15.28 0.0007247 │ │ 13 │ f(x)= 9.8232 │ 1.14e-07 │ 9.822 0.0007286 │ │ 14 │ f(x)= 5.8092 │ 9.69e-08 │ 5.808 0.0007503 │ │ 15 │ f(x)= 2.4901 │ 9.36e-08 │ 2.489 0.0008413 │ │ 16 │ f(x)= 1.7093 │ 3.9e-08 │ 1.708 0.0008383 │ │ 17 │ f(x)= 1.3554 │ 3.96e-08 │ 1.355 0.0008676 │ │ 18 │ f(x)= 0.88158 │ 4.29e-08 │ 0.8807 0.0008846 │ │ 19 │ f(x)= 0.47993 │ 1.58e-08 │ 0.479 0.000918 │ │ 20 │ f(x)= 0.3988 │ 1.11e-08 │ 0.3979 0.0009198 │ │ 21 │ f(x)= 0.32703 │ 1.1e-08 │ 0.3261 0.0009321 │ │ 22 │ f(x)= 0.20304 │ 9.74e-09 │ 0.202 0.0009873 │ │ 23 │ f(x)= 0.19354 │ 2e-08 │ 0.1925 0.001014 │ │ 24 │ f(x)= 0.1317 │ 8.99e-09 │ 0.1307 0.001016 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004475 Total Core solution elapsed time: 2.26688 Linear solver elapsed time: 2.06495 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 5/31, alpha value: 1.5849e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.006294 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.189e-06 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.002104 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 0.0001256 │ │ 6 │ f(x)= 749.27 │ 7.53e-06 │ 749.3 0.001692 │ │ 7 │ f(x)= 165.56 │ 1.42e-06 │ 165.6 0.0004508 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.001038 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0009057 │ │ 10 │ f(x)= 52.095 │ 4.15e-07 │ 52.09 0.001 │ │ 11 │ f(x)= 26.464 │ 2.72e-07 │ 26.46 0.001357 │ │ 12 │ f(x)= 15.28 │ 1.65e-07 │ 15.28 0.001446 │ │ 13 │ f(x)= 9.8239 │ 1.14e-07 │ 9.822 0.001454 │ │ 14 │ f(x)= 5.8098 │ 9.69e-08 │ 5.808 0.001497 │ │ 15 │ f(x)= 2.4907 │ 9.36e-08 │ 2.489 0.001678 │ │ 16 │ f(x)= 1.7099 │ 3.9e-08 │ 1.708 0.001672 │ │ 17 │ f(x)= 1.356 │ 3.96e-08 │ 1.354 0.00173 │ │ 18 │ f(x)= 0.88221 │ 4.29e-08 │ 0.8804 0.001764 │ │ 19 │ f(x)= 0.48069 │ 1.58e-08 │ 0.4789 0.00183 │ │ 20 │ f(x)= 0.39962 │ 1.11e-08 │ 0.3978 0.001833 │ │ 21 │ f(x)= 0.32787 │ 1.1e-08 │ 0.326 0.001857 │ │ 22 │ f(x)= 0.20388 │ 9.74e-09 │ 0.2019 0.001966 │ │ 23 │ f(x)= 0.19449 │ 2e-08 │ 0.1925 0.002017 │ │ 24 │ f(x)= 0.13256 │ 8.99e-09 │ 0.1305 0.00202 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004591 Total Core solution elapsed time: 2.24974 Linear solver elapsed time: 2.05093 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 6/31, alpha value: 3.1623e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.01256 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 2.372e-06 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.004197 │ │ 5 │ f(x)= 506.81 │ 3.41e-06 │ 506.8 0.0002507 │ │ 6 │ f(x)= 749.23 │ 7.53e-06 │ 749.2 0.003376 │ │ 7 │ f(x)= 165.56 │ 1.42e-06 │ 165.6 0.0008995 │ │ 8 │ f(x)= 112.92 │ 1.6e-06 │ 112.9 0.002071 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.001807 │ │ 10 │ f(x)= 52.092 │ 4.15e-07 │ 52.09 0.001995 │ │ 11 │ f(x)= 26.465 │ 2.72e-07 │ 26.46 0.002708 │ │ 12 │ f(x)= 15.281 │ 1.65e-07 │ 15.28 0.002884 │ │ 13 │ f(x)= 9.8253 │ 1.14e-07 │ 9.822 0.002899 │ │ 14 │ f(x)= 5.811 │ 9.69e-08 │ 5.808 0.002985 │ │ 15 │ f(x)= 2.4918 │ 9.36e-08 │ 2.488 0.003345 │ │ 16 │ f(x)= 1.711 │ 3.9e-08 │ 1.708 0.003332 │ │ 17 │ f(x)= 1.3571 │ 3.96e-08 │ 1.354 0.003447 │ │ 18 │ f(x)= 0.88346 │ 4.29e-08 │ 0.88 0.003513 │ │ 19 │ f(x)= 0.48219 │ 1.58e-08 │ 0.4785 0.003643 │ │ 20 │ f(x)= 0.40124 │ 1.11e-08 │ 0.3976 0.003648 │ │ 21 │ f(x)= 0.32955 │ 1.1e-08 │ 0.3259 0.003694 │ │ 22 │ f(x)= 0.20555 │ 9.73e-09 │ 0.2016 0.003905 │ │ 23 │ f(x)= 0.19636 │ 2.01e-08 │ 0.1924 0.004 │ │ 24 │ f(x)= 0.13426 │ 8.97e-09 │ 0.1303 0.004005 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004569 Total Core solution elapsed time: 2.21227 Linear solver elapsed time: 2.01777 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 7/31, alpha value: 6.3096e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.02506 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 4.732e-06 │ │ 4 │ f(x)= 2651 │ 1.75e-05 │ 2651 0.008374 │ │ 5 │ f(x)= 506.79 │ 3.41e-06 │ 506.8 0.0005002 │ │ 6 │ f(x)= 749.16 │ 7.53e-06 │ 749.2 0.006736 │ │ 7 │ f(x)= 165.54 │ 1.42e-06 │ 165.5 0.001795 │ │ 8 │ f(x)= 112.91 │ 1.6e-06 │ 112.9 0.004131 │ │ 9 │ f(x)= 75.26 │ 6.92e-07 │ 75.26 0.003605 │ │ 10 │ f(x)= 52.086 │ 4.15e-07 │ 52.08 0.003981 │ │ 11 │ f(x)= 26.467 │ 2.72e-07 │ 26.46 0.005401 │ │ 12 │ f(x)= 15.283 │ 1.65e-07 │ 15.28 0.005752 │ │ 13 │ f(x)= 9.8281 │ 1.14e-07 │ 9.822 0.005781 │ │ 14 │ f(x)= 5.8133 │ 9.69e-08 │ 5.807 0.00595 │ │ 15 │ f(x)= 2.4941 │ 9.36e-08 │ 2.487 0.006662 │ │ 16 │ f(x)= 1.7133 │ 3.89e-08 │ 1.707 0.006634 │ │ 17 │ f(x)= 1.3593 │ 3.96e-08 │ 1.352 0.006861 │ │ 18 │ f(x)= 0.88595 │ 4.28e-08 │ 0.879 0.006987 │ │ 19 │ f(x)= 0.48517 │ 1.58e-08 │ 0.4779 0.007237 │ │ 20 │ f(x)= 0.40445 │ 1.11e-08 │ 0.3972 0.007242 │ │ 21 │ f(x)= 0.33288 │ 1.1e-08 │ 0.3255 0.007328 │ │ 22 │ f(x)= 0.20884 │ 9.71e-09 │ 0.2011 0.007725 │ │ 23 │ f(x)= 0.20004 │ 2.02e-08 │ 0.1922 0.007888 │ │ 24 │ f(x)= 0.13758 │ 8.95e-09 │ 0.1297 0.007893 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004547 Total Core solution elapsed time: 2.24183 Linear solver elapsed time: 2.04663 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 8/31, alpha value: 1.2589e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.05 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 9.441e-06 │ │ 4 │ f(x)= 2650.9 │ 1.75e-05 │ 2651 0.01671 │ │ 5 │ f(x)= 506.76 │ 3.41e-06 │ 506.8 0.000998 │ │ 6 │ f(x)= 749.03 │ 7.53e-06 │ 749 0.01344 │ │ 7 │ f(x)= 165.52 │ 1.42e-06 │ 165.5 0.003581 │ │ 8 │ f(x)= 112.9 │ 1.6e-06 │ 112.9 0.008239 │ │ 9 │ f(x)= 75.261 │ 6.92e-07 │ 75.25 0.007192 │ │ 10 │ f(x)= 52.075 │ 4.15e-07 │ 52.07 0.007942 │ │ 11 │ f(x)= 26.472 │ 2.72e-07 │ 26.46 0.01077 │ │ 12 │ f(x)= 15.287 │ 1.65e-07 │ 15.28 0.01147 │ │ 13 │ f(x)= 9.8336 │ 1.14e-07 │ 9.822 0.01152 │ │ 14 │ f(x)= 5.8178 │ 9.69e-08 │ 5.806 0.01185 │ │ 15 │ f(x)= 2.4987 │ 9.35e-08 │ 2.485 0.01325 │ │ 16 │ f(x)= 1.7179 │ 3.89e-08 │ 1.705 0.01318 │ │ 17 │ f(x)= 1.3636 │ 3.95e-08 │ 1.35 0.01362 │ │ 18 │ f(x)= 0.89087 │ 4.28e-08 │ 0.877 0.01385 │ │ 19 │ f(x)= 0.49105 │ 1.58e-08 │ 0.4767 0.01432 │ │ 20 │ f(x)= 0.41077 │ 1.11e-08 │ 0.3965 0.01431 │ │ 21 │ f(x)= 0.3394 │ 1.1e-08 │ 0.3249 0.01445 │ │ 22 │ f(x)= 0.21524 │ 9.68e-09 │ 0.2001 0.01515 │ │ 23 │ f(x)= 0.20712 │ 2.03e-08 │ 0.1917 0.01538 │ │ 24 │ f(x)= 0.14393 │ 8.92e-09 │ 0.1286 0.01537 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004537 Total Core solution elapsed time: 2.21167 Linear solver elapsed time: 2.0168 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 9/31, alpha value: 2.5119e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.09976 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.884e-05 │ │ 4 │ f(x)= 2650.6 │ 1.75e-05 │ 2651 0.03332 │ │ 5 │ f(x)= 506.7 │ 3.4e-06 │ 506.7 0.001991 │ │ 6 │ f(x)= 748.75 │ 7.53e-06 │ 748.7 0.0268 │ │ 7 │ f(x)= 165.47 │ 1.42e-06 │ 165.5 0.007144 │ │ 8 │ f(x)= 112.87 │ 1.6e-06 │ 112.9 0.01643 │ │ 9 │ f(x)= 75.263 │ 6.92e-07 │ 75.25 0.01434 │ │ 10 │ f(x)= 52.052 │ 4.15e-07 │ 52.04 0.01584 │ │ 11 │ f(x)= 26.482 │ 2.72e-07 │ 26.46 0.02147 │ │ 12 │ f(x)= 15.295 │ 1.65e-07 │ 15.27 0.02285 │ │ 13 │ f(x)= 9.8446 │ 1.14e-07 │ 9.822 0.02292 │ │ 14 │ f(x)= 5.8268 │ 9.69e-08 │ 5.803 0.02354 │ │ 15 │ f(x)= 2.5076 │ 9.34e-08 │ 2.481 0.02626 │ │ 16 │ f(x)= 1.7268 │ 3.89e-08 │ 1.701 0.02608 │ │ 17 │ f(x)= 1.3721 │ 3.95e-08 │ 1.345 0.02691 │ │ 18 │ f(x)= 0.90047 │ 4.27e-08 │ 0.8732 0.0273 │ │ 19 │ f(x)= 0.50251 │ 1.57e-08 │ 0.4744 0.02808 │ │ 20 │ f(x)= 0.42306 │ 1.11e-08 │ 0.3951 0.02799 │ │ 21 │ f(x)= 0.35201 │ 1.1e-08 │ 0.3238 0.02819 │ │ 22 │ f(x)= 0.22742 │ 9.65e-09 │ 0.1982 0.02924 │ │ 23 │ f(x)= 0.22033 │ 2.06e-08 │ 0.191 0.02932 │ │ 24 │ f(x)= 0.15559 │ 8.91e-09 │ 0.1263 0.02925 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004589 Total Core solution elapsed time: 2.22293 Linear solver elapsed time: 2.02777 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 10/31, alpha value: 5.0119e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.199 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 3.759e-05 │ │ 4 │ f(x)= 2650 │ 1.75e-05 │ 2650 0.06645 │ │ 5 │ f(x)= 506.57 │ 3.4e-06 │ 506.6 0.003973 │ │ 6 │ f(x)= 748.2 │ 7.53e-06 │ 748.1 0.05341 │ │ 7 │ f(x)= 165.37 │ 1.42e-06 │ 165.4 0.01425 │ │ 8 │ f(x)= 112.81 │ 1.6e-06 │ 112.8 0.03274 │ │ 9 │ f(x)= 75.268 │ 6.92e-07 │ 75.24 0.02859 │ │ 10 │ f(x)= 52.006 │ 4.14e-07 │ 51.97 0.03157 │ │ 11 │ f(x)= 26.501 │ 2.72e-07 │ 26.46 0.04275 │ │ 12 │ f(x)= 15.31 │ 1.65e-07 │ 15.26 0.04544 │ │ 13 │ f(x)= 9.8662 │ 1.14e-07 │ 9.821 0.04549 │ │ 14 │ f(x)= 5.8443 │ 9.69e-08 │ 5.798 0.04661 │ │ 15 │ f(x)= 2.525 │ 9.33e-08 │ 2.473 0.05169 │ │ 16 │ f(x)= 1.7441 │ 3.89e-08 │ 1.693 0.05117 │ │ 17 │ f(x)= 1.3885 │ 3.94e-08 │ 1.336 0.05264 │ │ 18 │ f(x)= 0.91888 │ 4.25e-08 │ 0.8657 0.05313 │ │ 19 │ f(x)= 0.52432 │ 1.57e-08 │ 0.4701 0.05419 │ │ 20 │ f(x)= 0.44626 │ 1.11e-08 │ 0.3925 0.05373 │ │ 21 │ f(x)= 0.37552 │ 1.1e-08 │ 0.3217 0.0538 │ │ 22 │ f(x)= 0.24904 │ 9.7e-09 │ 0.1943 0.0547 │ │ 23 │ f(x)= 0.24513 │ 2.14e-08 │ 0.1915 0.05361 │ │ 24 │ f(x)= 0.17588 │ 9.03e-09 │ 0.1225 0.05334 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.00456 Total Core solution elapsed time: 2.25122 Linear solver elapsed time: 2.0545 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 11/31, alpha value: 1e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-31 │ │ 2 │ f(x)= 71316 │ 0.000249 │ 7.132e+04 0.3972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 7.5e-05 │ │ 4 │ f(x)= 2648.8 │ 1.75e-05 │ 2649 0.1324 │ │ 5 │ f(x)= 506.33 │ 3.4e-06 │ 506.3 0.007926 │ │ 6 │ f(x)= 747.1 │ 7.52e-06 │ 747 0.1063 │ │ 7 │ f(x)= 165.17 │ 1.41e-06 │ 165.1 0.02843 │ │ 8 │ f(x)= 112.7 │ 1.6e-06 │ 112.6 0.06515 │ │ 9 │ f(x)= 75.277 │ 6.93e-07 │ 75.22 0.05695 │ │ 10 │ f(x)= 51.914 │ 4.13e-07 │ 51.85 0.06289 │ │ 11 │ f(x)= 26.538 │ 2.72e-07 │ 26.45 0.08494 │ │ 12 │ f(x)= 15.34 │ 1.65e-07 │ 15.25 0.09009 │ │ 13 │ f(x)= 9.9083 │ 1.14e-07 │ 9.818 0.08979 │ │ 14 │ f(x)= 5.8778 │ 9.68e-08 │ 5.786 0.09155 │ │ 15 │ f(x)= 2.5582 │ 9.29e-08 │ 2.458 0.1005 │ │ 16 │ f(x)= 1.7765 │ 3.88e-08 │ 1.678 0.09881 │ │ 17 │ f(x)= 1.4188 │ 3.94e-08 │ 1.318 0.1011 │ │ 18 │ f(x)= 0.95274 │ 4.21e-08 │ 0.8517 0.101 │ │ 19 │ f(x)= 0.56408 │ 1.58e-08 │ 0.4627 0.1014 │ │ 20 │ f(x)= 0.488 │ 1.12e-08 │ 0.3884 0.09956 │ │ 21 │ f(x)= 0.41705 │ 1.12e-08 │ 0.3184 0.09862 │ │ 22 │ f(x)= 0.28568 │ 1e-08 │ 0.189 0.09667 │ │ 23 │ f(x)= 0.28121 │ 2.25e-08 │ 0.1903 0.09089 │ │ 24 │ f(x)= 0.20437 │ 9.54e-09 │ 0.1145 0.08988 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004632 Total Core solution elapsed time: 2.18425 Linear solver elapsed time: 1.99061 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 12/31, alpha value: 1.9953e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-31 │ │ 2 │ f(x)= 71316 │ 0.000249 │ 7.132e+04 0.7924 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0001496 │ │ 4 │ f(x)= 2646.5 │ 1.75e-05 │ 2646 0.2636 │ │ 5 │ f(x)= 505.83 │ 3.4e-06 │ 505.8 0.01581 │ │ 6 │ f(x)= 744.93 │ 7.5e-06 │ 744.7 0.2113 │ │ 7 │ f(x)= 164.78 │ 1.41e-06 │ 164.7 0.05669 │ │ 8 │ f(x)= 112.47 │ 1.59e-06 │ 112.3 0.1293 │ │ 9 │ f(x)= 75.295 │ 6.93e-07 │ 75.18 0.1133 │ │ 10 │ f(x)= 51.727 │ 4.11e-07 │ 51.6 0.125 │ │ 11 │ f(x)= 26.608 │ 2.72e-07 │ 26.44 0.1681 │ │ 12 │ f(x)= 15.398 │ 1.64e-07 │ 15.22 0.1775 │ │ 13 │ f(x)= 9.9877 │ 1.14e-07 │ 9.812 0.1754 │ │ 14 │ f(x)= 5.9387 │ 9.68e-08 │ 5.762 0.1771 │ │ 15 │ f(x)= 2.6183 │ 9.23e-08 │ 2.428 0.1904 │ │ 16 │ f(x)= 1.8337 │ 3.87e-08 │ 1.649 0.1851 │ │ 17 │ f(x)= 1.4709 │ 3.93e-08 │ 1.284 0.1873 │ │ 18 │ f(x)= 1.0103 │ 4.16e-08 │ 0.8264 0.184 │ │ 19 │ f(x)= 0.63073 │ 1.61e-08 │ 0.4515 0.1793 │ │ 20 │ f(x)= 0.55607 │ 1.16e-08 │ 0.3829 0.1732 │ │ 21 │ f(x)= 0.48233 │ 1.2e-08 │ 0.314 0.1683 │ │ 22 │ f(x)= 0.3383 │ 1.1e-08 │ 0.1828 0.1555 │ │ 23 │ f(x)= 0.32401 │ 2.36e-08 │ 0.1865 0.1375 │ │ 24 │ f(x)= 0.23509 │ 1.04e-08 │ 0.1012 0.1339 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004485 Total Core solution elapsed time: 2.26983 Linear solver elapsed time: 2.0695 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 13/31, alpha value: 3.9811e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-31 │ │ 2 │ f(x)= 71317 │ 0.000249 │ 7.132e+04 1.581 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0002986 │ │ 4 │ f(x)= 2641.8 │ 1.75e-05 │ 2641 0.5236 │ │ 5 │ f(x)= 504.84 │ 3.4e-06 │ 504.8 0.03154 │ │ 6 │ f(x)= 740.62 │ 7.47e-06 │ 740.2 0.4182 │ │ 7 │ f(x)= 164 │ 1.4e-06 │ 163.9 0.113 │ │ 8 │ f(x)= 112.02 │ 1.58e-06 │ 111.8 0.2555 │ │ 9 │ f(x)= 75.329 │ 6.95e-07 │ 75.1 0.2244 │ │ 10 │ f(x)= 51.343 │ 4.07e-07 │ 51.1 0.2478 │ │ 11 │ f(x)= 26.736 │ 2.73e-07 │ 26.41 0.33 │ │ 12 │ f(x)= 15.505 │ 1.64e-07 │ 15.16 0.3454 │ │ 13 │ f(x)= 10.129 │ 1.15e-07 │ 9.793 0.3359 │ │ 14 │ f(x)= 6.0385 │ 9.7e-08 │ 5.706 0.3329 │ │ 15 │ f(x)= 2.7172 │ 9.13e-08 │ 2.372 0.345 │ │ 16 │ f(x)= 1.9222 │ 3.89e-08 │ 1.594 0.3282 │ │ 17 │ f(x)= 1.5474 │ 3.95e-08 │ 1.221 0.3262 │ │ 18 │ f(x)= 1.095 │ 4.08e-08 │ 0.7836 0.3114 │ │ 19 │ f(x)= 0.72886 │ 1.74e-08 │ 0.4387 0.2902 │ │ 20 │ f(x)= 0.65102 │ 1.27e-08 │ 0.3776 0.2734 │ │ 21 │ f(x)= 0.5688 │ 1.37e-08 │ 0.3102 0.2586 │ │ 22 │ f(x)= 0.40718 │ 1.27e-08 │ 0.1807 0.2265 │ │ 23 │ f(x)= 0.35477 │ 1.95e-08 │ 0.1576 0.1972 │ │ 24 │ f(x)= 0.28407 │ 9.59e-09 │ 0.09237 0.1917 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004465 Total Core solution elapsed time: 2.22647 Linear solver elapsed time: 2.03094 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 14/31, alpha value: 7.9433e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-30 │ │ 2 │ f(x)= 71318 │ 0.000249 │ 7.132e+04 3.155 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0005957 │ │ 4 │ f(x)= 2632.6 │ 1.75e-05 │ 2632 1.035 │ │ 5 │ f(x)= 502.88 │ 3.39e-06 │ 502.8 0.06289 │ │ 6 │ f(x)= 732.15 │ 7.42e-06 │ 731.3 0.8211 │ │ 7 │ f(x)= 162.48 │ 1.38e-06 │ 162.3 0.2249 │ │ 8 │ f(x)= 111.16 │ 1.55e-06 │ 110.7 0.4996 │ │ 9 │ f(x)= 75.39 │ 6.99e-07 │ 74.95 0.4418 │ │ 10 │ f(x)= 50.528 │ 4e-07 │ 50.04 0.488 │ │ 11 │ f(x)= 26.939 │ 2.73e-07 │ 26.3 0.6385 │ │ 12 │ f(x)= 15.686 │ 1.64e-07 │ 15.03 0.6564 │ │ 13 │ f(x)= 10.347 │ 1.15e-07 │ 9.727 0.6193 │ │ 14 │ f(x)= 6.1591 │ 9.76e-08 │ 5.566 0.593 │ │ 15 │ f(x)= 2.8498 │ 8.9e-08 │ 2.27 0.5799 │ │ 16 │ f(x)= 2.0279 │ 3.93e-08 │ 1.493 0.5346 │ │ 17 │ f(x)= 1.6307 │ 3.96e-08 │ 1.112 0.519 │ │ 18 │ f(x)= 1.1982 │ 3.85e-08 │ 0.7189 0.4792 │ │ 19 │ f(x)= 0.86622 │ 2.08e-08 │ 0.4383 0.4279 │ │ 20 │ f(x)= 0.77055 │ 1.41e-08 │ 0.3755 0.3951 │ │ 21 │ f(x)= 0.6789 │ 1.52e-08 │ 0.3095 0.3694 │ │ 22 │ f(x)= 0.53209 │ 1.29e-08 │ 0.1964 0.3357 │ │ 23 │ f(x)= 0.48606 │ 1.48e-08 │ 0.1726 0.3134 │ │ 24 │ f(x)= 0.45428 │ 7.4e-09 │ 0.1458 0.3085 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004589 Total Core solution elapsed time: 2.20617 Linear solver elapsed time: 2.01106 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 15/31, alpha value: 1.5849e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-30 │ │ 2 │ f(x)= 71321 │ 0.000249 │ 7.132e+04 6.294 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.001188 │ │ 4 │ f(x)= 2614.6 │ 1.74e-05 │ 2613 2.027 │ │ 5 │ f(x)= 498.99 │ 3.37e-06 │ 498.9 0.1253 │ │ 6 │ f(x)= 715.74 │ 7.3e-06 │ 714.2 1.586 │ │ 7 │ f(x)= 159.59 │ 1.34e-06 │ 159.1 0.4465 │ │ 8 │ f(x)= 109.6 │ 1.51e-06 │ 108.6 0.9585 │ │ 9 │ f(x)= 75.481 │ 7.07e-07 │ 74.62 0.8584 │ │ 10 │ f(x)= 48.7 │ 3.84e-07 │ 47.75 0.9505 │ │ 11 │ f(x)= 27.145 │ 2.73e-07 │ 25.94 1.202 │ │ 12 │ f(x)= 15.936 │ 1.64e-07 │ 14.74 1.191 │ │ 13 │ f(x)= 10.553 │ 1.17e-07 │ 9.487 1.066 │ │ 14 │ f(x)= 6.1427 │ 9.86e-08 │ 5.177 0.9655 │ │ 15 │ f(x)= 2.9664 │ 8.05e-08 │ 2.076 0.8903 │ │ 16 │ f(x)= 2.1124 │ 3.89e-08 │ 1.309 0.8031 │ │ 17 │ f(x)= 1.701 │ 3.68e-08 │ 0.9295 0.7715 │ │ 18 │ f(x)= 1.3505 │ 3.01e-08 │ 0.6506 0.6999 │ │ 19 │ f(x)= 1.1135 │ 2.42e-08 │ 0.4919 0.6217 │ │ 20 │ f(x)= 0.98023 │ 1.54e-08 │ 0.4035 0.5768 │ │ 21 │ f(x)= 0.89005 │ 1.36e-08 │ 0.3359 0.5542 │ │ 22 │ f(x)= 0.80506 │ 1e-08 │ 0.2687 0.5364 │ │ 23 │ f(x)= 0.77753 │ 9.51e-09 │ 0.254 0.5236 │ │ 24 │ f(x)= 0.7725 │ 5.22e-09 │ 0.2529 0.5196 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004356 Total Core solution elapsed time: 2.17811 Linear solver elapsed time: 1.98064 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 16/31, alpha value: 3.1623e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-30 │ │ 2 │ f(x)= 71328 │ 0.000249 │ 7.132e+04 12.56 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.002371 │ │ 4 │ f(x)= 2579.7 │ 1.72e-05 │ 2576 3.899 │ │ 5 │ f(x)= 491.37 │ 3.34e-06 │ 491.1 0.2491 │ │ 6 │ f(x)= 684.91 │ 7.08e-06 │ 681.9 2.971 │ │ 7 │ f(x)= 154.31 │ 1.26e-06 │ 153.4 0.8809 │ │ 8 │ f(x)= 106.96 │ 1.42e-06 │ 105.2 1.772 │ │ 9 │ f(x)= 75.54 │ 7.22e-07 │ 73.91 1.626 │ │ 10 │ f(x)= 44.378 │ 3.49e-07 │ 42.55 1.826 │ │ 11 │ f(x)= 26.817 │ 2.68e-07 │ 24.66 2.155 │ │ 12 │ f(x)= 16.012 │ 1.64e-07 │ 14.03 1.986 │ │ 13 │ f(x)= 10.337 │ 1.21e-07 │ 8.699 1.638 │ │ 14 │ f(x)= 5.5311 │ 9.32e-08 │ 4.102 1.429 │ │ 15 │ f(x)= 3.1484 │ 5.6e-08 │ 1.806 1.343 │ │ 16 │ f(x)= 2.315 │ 3.11e-08 │ 1.092 1.223 │ │ 17 │ f(x)= 1.8526 │ 2.32e-08 │ 0.751 1.102 │ │ 18 │ f(x)= 1.6139 │ 2.65e-08 │ 0.6366 0.9773 │ │ 19 │ f(x)= 1.4507 │ 1.58e-08 │ 0.5291 0.9216 │ │ 20 │ f(x)= 1.3946 │ 7.97e-09 │ 0.4847 0.9099 │ │ 21 │ f(x)= 1.3627 │ 4.73e-09 │ 0.4615 0.9012 │ │ 22 │ f(x)= 1.3529 │ 2.96e-09 │ 0.4574 0.8955 │ │ 23 │ f(x)= 1.3518 │ 1.53e-09 │ 0.4584 0.8934 │ │ 24 │ f(x)= 1.3503 │ 1.11e-09 │ 0.4562 0.8941 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004611 Total Core solution elapsed time: 2.09272 Linear solver elapsed time: 1.90144 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 17/31, alpha value: 6.3096e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-29 │ │ 2 │ f(x)= 71340 │ 0.000249 │ 7.132e+04 25.06 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.004729 │ │ 4 │ f(x)= 2514.6 │ 1.69e-05 │ 2507 7.231 │ │ 5 │ f(x)= 476.73 │ 3.27e-06 │ 476.2 0.492 │ │ 6 │ f(x)= 630.13 │ 6.69e-06 │ 624.9 5.245 │ │ 7 │ f(x)= 145.64 │ 1.12e-06 │ 143.9 1.711 │ │ 8 │ f(x)= 103.26 │ 1.28e-06 │ 100.2 3.061 │ │ 9 │ f(x)= 75.109 │ 7.54e-07 │ 72.17 2.936 │ │ 10 │ f(x)= 35.538 │ 2.92e-07 │ 32.03 3.504 │ │ 11 │ f(x)= 23.763 │ 2.37e-07 │ 20.43 3.337 │ │ 12 │ f(x)= 12.756 │ 1.5e-07 │ 10.16 2.596 │ │ 13 │ f(x)= 8.4958 │ 1.21e-07 │ 6.236 2.259 │ │ 14 │ f(x)= 4.2447 │ 1.44e-07 │ 2.058 2.186 │ │ 15 │ f(x)= 3.7719 │ 4.92e-08 │ 1.792 1.98 │ │ 16 │ f(x)= 3.5023 │ 4.11e-08 │ 1.557 1.945 │ │ 17 │ f(x)= 2.9667 │ 5.72e-08 │ 1.111 1.856 │ │ 18 │ f(x)= 2.7003 │ 4.19e-08 │ 0.9679 1.732 │ │ 19 │ f(x)= 2.4567 │ 1.29e-08 │ 0.8783 1.578 │ │ 20 │ f(x)= 2.4154 │ 8.32e-09 │ 0.861 1.554 │ │ 21 │ f(x)= 2.3868 │ 5.1e-09 │ 0.8364 1.55 │ │ 22 │ f(x)= 2.3732 │ 2.58e-09 │ 0.8241 1.549 │ │ 23 │ f(x)= 2.368 │ 1.47e-09 │ 0.8177 1.55 │ │ 24 │ f(x)= 2.3671 │ 1.04e-09 │ 0.8168 1.55 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004476 Total Core solution elapsed time: 2.05339 Linear solver elapsed time: 1.87026 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 18/31, alpha value: 1.2589e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-29 │ │ 2 │ f(x)= 71365 │ 0.00025 │ 7.132e+04 50 │ │ 3 │ f(x)= 1194.8 │ 5.01e-06 │ 1195 0.009429 │ │ 4 │ f(x)= 2400.9 │ 1.64e-05 │ 2388 12.48 │ │ 5 │ f(x)= 449.89 │ 3.14e-06 │ 448.9 0.9526 │ │ 6 │ f(x)= 542.72 │ 6.03e-06 │ 534.4 8.318 │ │ 7 │ f(x)= 134.5 │ 9.25e-07 │ 131.3 3.189 │ │ 8 │ f(x)= 99.858 │ 1.09e-06 │ 95.13 4.728 │ │ 9 │ f(x)= 71.497 │ 8.08e-07 │ 66.59 4.908 │ │ 10 │ f(x)= 27.361 │ 2.91e-07 │ 22.58 4.781 │ │ 11 │ f(x)= 18.463 │ 1.81e-07 │ 14.19 4.269 │ │ 12 │ f(x)= 13.458 │ 1.52e-07 │ 9.475 3.983 │ │ 13 │ f(x)= 9.126 │ 1.55e-07 │ 5.443 3.683 │ │ 14 │ f(x)= 6.0482 │ 1.09e-07 │ 2.429 3.619 │ │ 15 │ f(x)= 5.5774 │ 7.11e-08 │ 2.322 3.255 │ │ 16 │ f(x)= 5.1381 │ 5.25e-08 │ 2.029 3.109 │ │ 17 │ f(x)= 4.3403 │ 2.96e-08 │ 1.498 2.842 │ │ 18 │ f(x)= 4.243 │ 1.55e-08 │ 1.539 2.704 │ │ 19 │ f(x)= 4.2032 │ 1.01e-08 │ 1.532 2.671 │ │ 20 │ f(x)= 4.1959 │ 5e-09 │ 1.534 2.662 │ │ 21 │ f(x)= 4.186 │ 3.03e-09 │ 1.526 2.66 │ │ 22 │ f(x)= 4.1745 │ 1.95e-09 │ 1.514 2.661 │ │ 23 │ f(x)= 4.1698 │ 8.56e-10 │ 1.509 2.661 │ │ 24 │ f(x)= 4.1694 │ 7.63e-10 │ 1.508 2.661 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004566 Total Core solution elapsed time: 1.95158 Linear solver elapsed time: 1.77269 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 19/31, alpha value: 2.5119e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-29 │ │ 2 │ f(x)= 71415 │ 0.00025 │ 7.132e+04 99.76 │ │ 3 │ f(x)= 1194.9 │ 5e-06 │ 1195 0.01879 │ │ 4 │ f(x)= 2229.3 │ 1.55e-05 │ 2210 18.88 │ │ 5 │ f(x)= 406.67 │ 2.92e-06 │ 404.9 1.731 │ │ 6 │ f(x)= 428.3 │ 5.09e-06 │ 417.1 11.18 │ │ 7 │ f(x)= 127.62 │ 8.59e-07 │ 122.2 5.376 │ │ 8 │ f(x)= 99.767 │ 9.13e-07 │ 93.47 6.301 │ │ 9 │ f(x)= 50.151 │ 7.36e-07 │ 42.46 7.691 │ │ 10 │ f(x)= 25.942 │ 2.9e-07 │ 19.57 6.376 │ │ 11 │ f(x)= 17.735 │ 1.49e-07 │ 11.3 6.435 │ │ 12 │ f(x)= 14.856 │ 1.54e-07 │ 8.565 6.291 │ │ 13 │ f(x)= 10.305 │ 1.29e-07 │ 4.442 5.863 │ │ 14 │ f(x)= 7.9344 │ 9.54e-08 │ 2.604 5.33 │ │ 15 │ f(x)= 7.5698 │ 8.64e-08 │ 2.521 5.048 │ │ 16 │ f(x)= 7.5498 │ 2.22e-08 │ 2.934 4.616 │ │ 17 │ f(x)= 7.4841 │ 1.98e-08 │ 2.894 4.59 │ │ 18 │ f(x)= 7.4563 │ 1.59e-08 │ 2.958 4.498 │ │ 19 │ f(x)= 7.3577 │ 1.14e-08 │ 2.862 4.496 │ │ 20 │ f(x)= 7.3385 │ 7.56e-09 │ 2.857 4.482 │ │ 21 │ f(x)= 7.3376 │ 2.51e-09 │ 2.855 4.483 │ │ 22 │ f(x)= 7.34 │ 1.37e-09 │ 2.858 4.482 │ │ 23 │ f(x)= 7.3403 │ 2.24e-09 │ 2.858 4.483 │ │ 24 │ f(x)= 7.3399 │ 2.28e-09 │ 2.857 4.483 │ │ 25 │ f(x)= 7.3397 │ 2.31e-09 │ 2.857 4.483 │ │ 26 │ f(x)= 7.3396 │ 2.33e-09 │ 2.857 4.483 │ │ 27 │ f(x)= 7.3396 │ 2.34e-09 │ 2.857 4.483 │ │ 28 │ f(x)= 7.3396 │ 2.35e-09 │ 2.857 4.483 │ │ 29 │ f(x)= 7.3396 │ 2.36e-09 │ 2.857 4.483 │ │ 30 │ f(x)= 7.3395 │ 2.36e-09 │ 2.857 4.483 │ │ 31 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 32 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 33 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 34 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 35 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 36 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 37 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 38 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 39 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 40 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004614 Total Core solution elapsed time: 2.21782 Linear solver elapsed time: 1.99584 (90%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 20/31, alpha value: 5.0119e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-29 │ │ 2 │ f(x)= 71514 │ 0.00025 │ 7.132e+04 199 │ │ 3 │ f(x)= 1195 │ 5e-06 │ 1195 0.03739 │ │ 4 │ f(x)= 2048.3 │ 1.46e-05 │ 2024 24.08 │ │ 5 │ f(x)= 360.35 │ 2.64e-06 │ 357.7 2.687 │ │ 6 │ f(x)= 325.84 │ 4.11e-06 │ 313.1 12.77 │ │ 7 │ f(x)= 119.09 │ 8.06e-07 │ 113.1 6.017 │ │ 8 │ f(x)= 95.44 │ 6.52e-07 │ 88.47 6.972 │ │ 9 │ f(x)= 56.855 │ 8e-07 │ 46.92 9.931 │ │ 10 │ f(x)= 39.071 │ 4.61e-07 │ 29.55 9.516 │ │ 11 │ f(x)= 24.564 │ 1.86e-07 │ 14.58 9.987 │ │ 12 │ f(x)= 21.157 │ 2e-07 │ 11.15 10.01 │ │ 13 │ f(x)= 15.703 │ 1.63e-07 │ 6.414 9.289 │ │ 14 │ f(x)= 13.315 │ 1.76e-07 │ 4.56 8.755 │ │ 15 │ f(x)= 12.983 │ 8.69e-08 │ 5.057 7.927 │ │ 16 │ f(x)= 13.11 │ 2.89e-08 │ 5.509 7.601 │ │ 17 │ f(x)= 12.992 │ 7.42e-08 │ 5.144 7.849 │ │ 18 │ f(x)= 12.988 │ 7.43e-08 │ 5.139 7.849 │ │ 19 │ f(x)= 12.988 │ 7.49e-08 │ 5.136 7.853 │ │ 20 │ f(x)= 12.991 │ 7.79e-08 │ 5.12 7.871 │ │ 21 │ f(x)= 12.991 │ 8.06e-08 │ 5.104 7.887 │ │ 22 │ f(x)= 12.99 │ 8.25e-08 │ 5.091 7.899 │ │ 23 │ f(x)= 12.991 │ 8.38e-08 │ 5.084 7.907 │ │ 24 │ f(x)= 12.99 │ 8.47e-08 │ 5.077 7.913 │ │ 25 │ f(x)= 12.991 │ 8.54e-08 │ 5.074 7.917 │ │ 26 │ f(x)= 12.99 │ 8.58e-08 │ 5.071 7.92 │ │ 27 │ f(x)= 12.99 │ 8.62e-08 │ 5.068 7.922 │ │ 28 │ f(x)= 12.989 │ 8.64e-08 │ 5.066 7.923 │ │ 29 │ f(x)= 12.989 │ 8.65e-08 │ 5.064 7.924 │ │ 30 │ f(x)= 12.988 │ 8.66e-08 │ 5.063 7.925 │ │ 31 │ f(x)= 12.988 │ 8.67e-08 │ 5.063 7.925 │ │ 32 │ f(x)= 12.988 │ 8.68e-08 │ 5.062 7.926 │ │ 33 │ f(x)= 12.988 │ 8.68e-08 │ 5.062 7.926 │ │ 34 │ f(x)= 12.988 │ 8.68e-08 │ 5.061 7.926 │ │ 35 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 36 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 37 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 38 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 39 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 40 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.927 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004583 Total Core solution elapsed time: 2.06735 Linear solver elapsed time: 1.856 (90%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 21/31, alpha value: 1e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-28 │ │ 2 │ f(x)= 71712 │ 0.000251 │ 7.132e+04 397.2 │ │ 3 │ f(x)= 1195.3 │ 4.99e-06 │ 1195 0.07421 │ │ 4 │ f(x)= 2034.2 │ 1.44e-05 │ 1998 36.28 │ │ 5 │ f(x)= 370.6 │ 2.67e-06 │ 366.8 3.796 │ │ 6 │ f(x)= 313.11 │ 3.94e-06 │ 296.6 16.48 │ │ 7 │ f(x)= 125.45 │ 7.9e-07 │ 117.9 7.531 │ │ 8 │ f(x)= 102.68 │ 6.55e-07 │ 93.8 8.884 │ │ 9 │ f(x)= 58.868 │ 7.4e-07 │ 44.27 14.59 │ │ 10 │ f(x)= 42.858 │ 3.92e-07 │ 28.75 14.11 │ │ 11 │ f(x)= 30.214 │ 2.06e-07 │ 15.55 14.66 │ │ 12 │ f(x)= 27.069 │ 2.27e-07 │ 12.64 14.43 │ │ 13 │ f(x)= 23.067 │ 2.36e-07 │ 8.939 14.13 │ │ 14 │ f(x)= 22.643 │ 1.56e-07 │ 9.7 12.94 │ │ 15 │ f(x)= 22.918 │ 7.35e-08 │ 10.63 12.29 │ │ 16 │ f(x)= 22.676 │ 1.41e-07 │ 9.84 12.84 │ │ 17 │ f(x)= 22.669 │ 1.41e-07 │ 9.832 12.84 │ │ 18 │ f(x)= 22.668 │ 1.42e-07 │ 9.826 12.84 │ │ 19 │ f(x)= 22.671 │ 1.45e-07 │ 9.804 12.87 │ │ 20 │ f(x)= 22.668 │ 1.48e-07 │ 9.778 12.89 │ │ 21 │ f(x)= 22.663 │ 1.51e-07 │ 9.757 12.91 │ │ 22 │ f(x)= 22.663 │ 1.52e-07 │ 9.746 12.92 │ │ 23 │ f(x)= 22.66 │ 1.53e-07 │ 9.736 12.92 │ │ 24 │ f(x)= 22.657 │ 1.54e-07 │ 9.727 12.93 │ │ 25 │ f(x)= 22.655 │ 1.54e-07 │ 9.721 12.93 │ │ 26 │ f(x)= 22.653 │ 1.55e-07 │ 9.716 12.94 │ │ 27 │ f(x)= 22.651 │ 1.55e-07 │ 9.713 12.94 │ │ 28 │ f(x)= 22.65 │ 1.55e-07 │ 9.71 12.94 │ │ 29 │ f(x)= 22.65 │ 1.55e-07 │ 9.709 12.94 │ │ 30 │ f(x)= 22.649 │ 1.56e-07 │ 9.707 12.94 │ │ 31 │ f(x)= 22.649 │ 1.56e-07 │ 9.707 12.94 │ │ 32 │ f(x)= 22.649 │ 1.56e-07 │ 9.706 12.94 │ │ 33 │ f(x)= 22.648 │ 1.56e-07 │ 9.706 12.94 │ │ 34 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 35 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 36 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 37 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 38 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 39 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 40 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004643 Total Core solution elapsed time: 1.94845 Linear solver elapsed time: 1.74601 (90%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 22/31, alpha value: 1.9953e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-28 │ │ 2 │ f(x)= 72108 │ 0.000253 │ 7.132e+04 792.4 │ │ 3 │ f(x)= 1195.9 │ 4.97e-06 │ 1196 0.1465 │ │ 4 │ f(x)= 2249.2 │ 1.52e-05 │ 2170 78.89 │ │ 5 │ f(x)= 455.91 │ 3.14e-06 │ 450.1 5.763 │ │ 6 │ f(x)= 537.82 │ 6.68e-06 │ 467.6 70.18 │ │ 7 │ f(x)= 174.46 │ 1.51e-06 │ 160.5 14 │ │ 8 │ f(x)= 144.68 │ 1.36e-06 │ 130.8 13.91 │ │ 9 │ f(x)= 115.64 │ 8.91e-07 │ 102.3 13.33 │ │ 10 │ f(x)= 61.962 │ 4.33e-07 │ 39.9 22.06 │ │ 11 │ f(x)= 53.493 │ 9.28e-07 │ 28.45 25.04 │ │ 12 │ f(x)= 49.873 │ 3.75e-07 │ 28.32 21.56 │ │ 13 │ f(x)= 46.699 │ 2.3e-07 │ 26.23 20.47 │ │ 14 │ f(x)= 43.816 │ 2.46e-07 │ 24.24 19.57 │ │ 15 │ f(x)= 40.609 │ 1.99e-07 │ 21.69 18.92 │ │ 16 │ f(x)= 39.455 │ 4.62e-07 │ 20 19.45 │ │ 17 │ f(x)= 38.82 │ 8.48e-08 │ 20.27 18.55 │ │ 18 │ f(x)= 38.667 │ 5.97e-08 │ 20.08 18.58 │ │ 19 │ f(x)= 38.202 │ 5.57e-08 │ 19.58 18.62 │ │ 20 │ f(x)= 37.955 │ 1.12e-07 │ 19.18 18.77 │ │ 21 │ f(x)= 37.924 │ 2.27e-08 │ 19.24 18.69 │ │ 22 │ f(x)= 37.924 │ 1.12e-08 │ 19.25 18.67 │ │ 23 │ f(x)= 37.924 │ 1.93e-08 │ 19.24 18.68 │ │ 24 │ f(x)= 37.884 │ 8.41e-09 │ 19.18 18.7 │ │ 25 │ f(x)= 37.89 │ 6.51e-09 │ 19.2 18.69 │ │ 26 │ f(x)= 37.883 │ 7.86e-09 │ 19.18 18.7 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004578 Total Core solution elapsed time: 1.90373 Linear solver elapsed time: 1.72905 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 23/31, alpha value: 3.9811e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-28 │ │ 2 │ f(x)= 72896 │ 0.000256 │ 7.132e+04 1581 │ │ 3 │ f(x)= 1197 │ 4.93e-06 │ 1197 0.2863 │ │ 4 │ f(x)= 1854.5 │ 1.38e-05 │ 1744 110.7 │ │ 5 │ f(x)= 363.81 │ 2.86e-06 │ 350.1 13.7 │ │ 6 │ f(x)= 554.86 │ 9.89e-06 │ 387.8 167 │ │ 7 │ f(x)= 223.29 │ 1.96e-06 │ 207.5 15.8 │ │ 8 │ f(x)= 189.12 │ 1.58e-06 │ 172.7 16.37 │ │ 9 │ f(x)= 158.91 │ 1.06e-06 │ 144.4 14.47 │ │ 10 │ f(x)= 100.33 │ 8.39e-07 │ 76.79 23.54 │ │ 11 │ f(x)= 89.996 │ 2.69e-06 │ 43.01 46.99 │ │ 12 │ f(x)= 81.884 │ 5.22e-07 │ 54.14 27.74 │ │ 13 │ f(x)= 80.243 │ 3.75e-07 │ 53.47 26.78 │ │ 14 │ f(x)= 74.268 │ 3.9e-07 │ 48.44 25.83 │ │ 15 │ f(x)= 71.276 │ 5e-07 │ 45.88 25.4 │ │ 16 │ f(x)= 67.8 │ 2.32e-07 │ 42.17 25.63 │ │ 17 │ f(x)= 66.774 │ 1.68e-07 │ 41.44 25.34 │ │ 18 │ f(x)= 65.473 │ 1.77e-07 │ 40.26 25.21 │ │ 19 │ f(x)= 64.258 │ 2.01e-07 │ 38.77 25.49 │ │ 20 │ f(x)= 63.946 │ 7.84e-08 │ 38.49 25.45 │ │ 21 │ f(x)= 63.789 │ 5.39e-08 │ 38.34 25.45 │ │ 22 │ f(x)= 63.627 │ 4.51e-08 │ 38.15 25.48 │ │ 23 │ f(x)= 63.534 │ 9.03e-08 │ 38.06 25.48 │ │ 24 │ f(x)= 63.523 │ 1.4e-08 │ 38.08 25.44 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004745 Total Core solution elapsed time: 1.92884 Linear solver elapsed time: 1.75305 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 24/31, alpha value: 7.9433e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-27 │ │ 2 │ f(x)= 74470 │ 0.000264 │ 7.132e+04 3155 │ │ 3 │ f(x)= 1199.2 │ 4.87e-06 │ 1199 0.5484 │ │ 4 │ f(x)= 774.16 │ 9.13e-06 │ 660 114.1 │ │ 5 │ f(x)= 335.5 │ 8.34e-06 │ 254.7 80.77 │ │ 6 │ f(x)= 270.28 │ 4.66e-06 │ 239.5 30.82 │ │ 7 │ f(x)= 206.2 │ 1.18e-06 │ 188.9 17.28 │ │ 8 │ f(x)= 191.31 │ 1.14e-06 │ 173.2 18.06 │ │ 9 │ f(x)= 160.85 │ 1.43e-06 │ 142.6 18.3 │ │ 10 │ f(x)= 146.16 │ 4.31e-06 │ 99.12 47.04 │ │ 11 │ f(x)= 123.96 │ 7.27e-07 │ 98.56 25.39 │ │ 12 │ f(x)= 120.61 │ 4.9e-07 │ 95.68 24.94 │ │ 13 │ f(x)= 114.64 │ 5.39e-07 │ 88.28 26.36 │ │ 14 │ f(x)= 108.99 │ 1.14e-06 │ 79.71 29.28 │ │ 15 │ f(x)= 106.18 │ 4.61e-07 │ 77.69 28.49 │ │ 16 │ f(x)= 104.33 │ 3.08e-07 │ 75.91 28.42 │ │ 17 │ f(x)= 102.8 │ 2.8e-07 │ 74.24 28.56 │ │ 18 │ f(x)= 100.88 │ 7.13e-07 │ 71.33 29.54 │ │ 19 │ f(x)= 100.39 │ 1.43e-07 │ 71.32 29.06 │ │ 20 │ f(x)= 100.22 │ 9.97e-08 │ 71.18 29.04 │ │ 21 │ f(x)= 99.68 │ 1.09e-07 │ 70.62 29.06 │ │ 22 │ f(x)= 99.264 │ 1.07e-07 │ 70.31 28.95 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004557 Total Core solution elapsed time: 1.69059 Linear solver elapsed time: 1.53393 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 25/31, alpha value: 1.5849e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-27 │ │ 2 │ f(x)= 77610 │ 0.000284 │ 7.132e+04 6294 │ │ 3 │ f(x)= 1203.3 │ 4.8e-06 │ 1202 1.011 │ │ 4 │ f(x)= 328.68 │ 7.4e-06 │ 219 109.7 │ │ 5 │ f(x)= 455.44 │ 2.08e-05 │ 199.6 255.9 │ │ 6 │ f(x)= 286.08 │ 6.46e-06 │ 212.1 74.02 │ │ 7 │ f(x)= 277 │ 2.54e-06 │ 245.8 31.22 │ │ 8 │ f(x)= 237.11 │ 1.81e-06 │ 210.7 26.39 │ │ 9 │ f(x)= 193.38 │ 2.74e-06 │ 169.3 24.07 │ │ 10 │ f(x)= 187.1 │ 5.3e-06 │ 148.9 38.24 │ │ 11 │ f(x)= 174.07 │ 1.18e-06 │ 154.4 19.67 │ │ 12 │ f(x)= 170.97 │ 8.01e-07 │ 152.1 18.82 │ │ 13 │ f(x)= 163.81 │ 8.7e-07 │ 144.1 19.71 │ │ 14 │ f(x)= 157.24 │ 1.22e-06 │ 135.7 21.52 │ │ 15 │ f(x)= 148.14 │ 7.94e-07 │ 123.2 24.92 │ │ 16 │ f(x)= 143.35 │ 5.68e-07 │ 117.6 25.77 │ │ 17 │ f(x)= 140.07 │ 1.07e-06 │ 112.6 27.46 │ │ 18 │ f(x)= 139.75 │ 2.69e-07 │ 113.4 26.3 │ │ 19 │ f(x)= 139.78 │ 1.65e-07 │ 113.7 26.09 │ │ 20 │ f(x)= 139.77 │ 2.48e-07 │ 113.5 26.26 │ │ 21 │ f(x)= 139.76 │ 2.49e-07 │ 113.5 26.26 │ │ 22 │ f(x)= 139.76 │ 2.5e-07 │ 113.5 26.26 │ │ 23 │ f(x)= 139.76 │ 2.54e-07 │ 113.5 26.27 │ │ 24 │ f(x)= 139.77 │ 2.59e-07 │ 113.5 26.28 │ │ 25 │ f(x)= 139.76 │ 2.62e-07 │ 113.5 26.28 │ │ 26 │ f(x)= 139.76 │ 2.64e-07 │ 113.5 26.29 │ │ 27 │ f(x)= 139.76 │ 2.66e-07 │ 113.5 26.29 │ │ 28 │ f(x)= 139.76 │ 2.67e-07 │ 113.5 26.29 │ │ 29 │ f(x)= 139.76 │ 2.68e-07 │ 113.5 26.29 │ │ 30 │ f(x)= 139.76 │ 2.68e-07 │ 113.5 26.29 │ │ 31 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 32 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 33 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 34 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 35 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 36 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 37 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 38 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 39 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 40 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004413 Total Core solution elapsed time: 1.87909 Linear solver elapsed time: 1.68337 (90%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 26/31, alpha value: 3.1623e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-27 │ │ 2 │ f(x)= 83874 │ 0.000334 │ 7.132e+04 1.256e+04 │ │ 3 │ f(x)= 1210.5 │ 4.8e-06 │ 1209 1.738 │ │ 4 │ f(x)= 506.75 │ 8.9e-06 │ 419.4 87.32 │ │ 5 │ f(x)= 446.42 │ 2.49e-05 │ 213.4 233 │ │ 6 │ f(x)= 316.22 │ 4.77e-06 │ 254.4 61.87 │ │ 7 │ f(x)= 299.43 │ 3.25e-06 │ 247.9 51.51 │ │ 8 │ f(x)= 256.47 │ 4.06e-06 │ 217.7 38.8 │ │ 9 │ f(x)= 228.37 │ 3.74e-06 │ 200.6 27.73 │ │ 10 │ f(x)= 232.34 │ 1.11e-05 │ 178.1 54.26 │ │ 11 │ f(x)= 214.17 │ 5.78e-06 │ 185.7 28.42 │ │ 12 │ f(x)= 202.2 │ 1.36e-06 │ 182.1 20.1 │ │ 13 │ f(x)= 200.37 │ 1.11e-06 │ 181.6 18.78 │ │ 14 │ f(x)= 196.33 │ 1.34e-06 │ 178.7 17.63 │ │ 15 │ f(x)= 190.45 │ 2.51e-06 │ 172.3 18.18 │ │ 16 │ f(x)= 184.77 │ 1.4e-06 │ 167.3 17.49 │ │ 17 │ f(x)= 178.36 │ 9.27e-07 │ 160.4 17.98 │ │ 18 │ f(x)= 175.09 │ 1.26e-06 │ 156.2 18.94 │ │ 19 │ f(x)= 173.88 │ 4.34e-07 │ 155 18.85 │ │ 20 │ f(x)= 173.88 │ 2.46e-07 │ 155.3 18.57 │ │ 21 │ f(x)= 173.87 │ 3.74e-07 │ 155.1 18.77 │ │ 22 │ f(x)= 173.74 │ 1.92e-07 │ 155.3 18.43 │ │ 23 │ f(x)= 173.49 │ 1.73e-07 │ 154.9 18.56 │ │ 24 │ f(x)= 173.28 │ 7.69e-08 │ 154.6 18.63 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004863 Total Core solution elapsed time: 1.75905 Linear solver elapsed time: 1.59787 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 27/31, alpha value: 6.3096e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-26 │ │ 2 │ f(x)= 96374 │ 0.000463 │ 7.132e+04 2.506e+04 │ │ 3 │ f(x)= 1220.7 │ 5.17e-06 │ 1218 2.747 │ │ 4 │ f(x)= 803.79 │ 1.05e-05 │ 746.4 57.41 │ │ 5 │ f(x)= 486.58 │ 2.52e-05 │ 311.5 175 │ │ 6 │ f(x)= 404.52 │ 7.55e-06 │ 309.5 95.03 │ │ 7 │ f(x)= 391.83 │ 5.62e-06 │ 320.6 71.25 │ │ 8 │ f(x)= 334.87 │ 6.84e-06 │ 275.2 59.65 │ │ 9 │ f(x)= 267.47 │ 6.44e-06 │ 228.2 39.3 │ │ 10 │ f(x)= 292.34 │ 2.26e-05 │ 197.7 94.63 │ │ 11 │ f(x)= 249.38 │ 9.38e-06 │ 210.2 39.18 │ │ 12 │ f(x)= 230.49 │ 2.77e-06 │ 202.3 28.19 │ │ 13 │ f(x)= 227.02 │ 1.92e-06 │ 202.1 24.94 │ │ 14 │ f(x)= 223.02 │ 2.08e-06 │ 200.6 22.4 │ │ 15 │ f(x)= 217.02 │ 3.26e-06 │ 198 19.04 │ │ 16 │ f(x)= 209.3 │ 2.61e-06 │ 193.8 15.52 │ │ 17 │ f(x)= 204 │ 1.75e-06 │ 191.3 12.74 │ │ 18 │ f(x)= 200.27 │ 2.3e-06 │ 188.7 11.54 │ │ 19 │ f(x)= 199.22 │ 1.16e-06 │ 188.3 10.88 │ │ 20 │ f(x)= 199.04 │ 4.76e-07 │ 188.4 10.68 │ │ 21 │ f(x)= 198.83 │ 2.83e-07 │ 188.2 10.66 │ │ 22 │ f(x)= 198.42 │ 2.33e-07 │ 187.7 10.73 │ │ 23 │ f(x)= 198.15 │ 3.63e-07 │ 187.3 10.88 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004778 Total Core solution elapsed time: 1.68808 Linear solver elapsed time: 1.53209 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 28/31, alpha value: 1.2589e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-26 │ │ 2 │ f(x)=1.2131e+05 │ 0.000758 │ 7.132e+04 5e+04 │ │ 3 │ f(x)= 1223.5 │ 7.24e-06 │ 1218 5.481 │ │ 4 │ f(x)= 1022.5 │ 1.16e-05 │ 989.3 33.28 │ │ 5 │ f(x)= 683.56 │ 2.96e-05 │ 536.1 147.5 │ │ 6 │ f(x)= 577.58 │ 1.1e-05 │ 469.9 107.7 │ │ 7 │ f(x)= 549.24 │ 9.18e-06 │ 463.2 86.04 │ │ 8 │ f(x)= 458.84 │ 1.14e-05 │ 382.5 76.32 │ │ 9 │ f(x)= 338.95 │ 1.22e-05 │ 275.2 63.75 │ │ 10 │ f(x)= 353.31 │ 3.76e-05 │ 207.9 145.4 │ │ 11 │ f(x)= 296.66 │ 1.92e-05 │ 226.2 70.47 │ │ 12 │ f(x)= 264.73 │ 5.2e-06 │ 219.1 45.63 │ │ 13 │ f(x)= 259.17 │ 3.62e-06 │ 219.4 39.79 │ │ 14 │ f(x)= 252.24 │ 3.87e-06 │ 217.1 35.1 │ │ 15 │ f(x)= 242.18 │ 5.91e-06 │ 214 28.19 │ │ 16 │ f(x)= 230.92 │ 5.22e-06 │ 210.7 20.25 │ │ 17 │ f(x)= 222.89 │ 3.51e-06 │ 209.5 13.35 │ │ 18 │ f(x)= 216.54 │ 4.2e-06 │ 208.9 7.667 │ │ 19 │ f(x)= 215.18 │ 3.7e-06 │ 208.4 6.772 │ │ 20 │ f(x)= 214.25 │ 1.05e-06 │ 208.3 5.937 │ │ 21 │ f(x)= 214.02 │ 6.32e-07 │ 208.2 5.769 │ │ 22 │ f(x)= 213.56 │ 5.64e-07 │ 207.9 5.675 │ │ 23 │ f(x)= 213.21 │ 5.86e-07 │ 207.5 5.733 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.0045 Total Core solution elapsed time: 1.65999 Linear solver elapsed time: 1.50592 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 29/31, alpha value: 2.5119e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-26 │ │ 2 │ f(x)=1.7108e+05 │ 0.00139 │ 7.132e+04 9.976e+04 │ │ 3 │ f(x)= 1228.9 │ 1.33e-05 │ 1218 10.94 │ │ 4 │ f(x)= 1151.7 │ 1.21e-05 │ 1134 17.99 │ │ 5 │ f(x)= 889.9 │ 1.67e-05 │ 813.2 76.67 │ │ 6 │ f(x)= 732.72 │ 3.17e-05 │ 597.5 135.2 │ │ 7 │ f(x)= 723.66 │ 1.49e-05 │ 637.5 86.12 │ │ 8 │ f(x)= 667.62 │ 1.09e-05 │ 600 67.66 │ │ 9 │ f(x)= 538.85 │ 1.7e-05 │ 469.4 69.44 │ │ 10 │ f(x)= 384.08 │ 1.72e-05 │ 314.4 69.7 │ │ 11 │ f(x)= 436.76 │ 6.77e-05 │ 213.5 223.2 │ │ 12 │ f(x)= 336.07 │ 3.16e-05 │ 241.6 94.42 │ │ 13 │ f(x)= 300.11 │ 7.93e-06 │ 236.9 63.19 │ │ 14 │ f(x)= 295.1 │ 5.57e-06 │ 238.9 56.17 │ │ 15 │ f(x)= 284.12 │ 7.87e-06 │ 235.9 48.22 │ │ 16 │ f(x)= 264.81 │ 1.15e-05 │ 228.6 36.18 │ │ 17 │ f(x)= 246.59 │ 1.85e-05 │ 219.9 26.72 │ │ 18 │ f(x)= 231.07 │ 6.7e-06 │ 219.5 11.56 │ │ 19 │ f(x)= 225.58 │ 3.84e-06 │ 219.1 6.499 │ │ 20 │ f(x)= 223.17 │ 2.84e-06 │ 218.8 4.384 │ │ 21 │ f(x)= 222.47 │ 4.84e-06 │ 218.5 3.95 │ │ 22 │ f(x)= 221.59 │ 1.02e-06 │ 218.4 3.145 │ │ 23 │ f(x)= 221.47 │ 6.48e-07 │ 218.4 3.085 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004565 Total Core solution elapsed time: 1.69798 Linear solver elapsed time: 1.53856 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 30/31, alpha value: 5.0119e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-26 │ │ 2 │ f(x)=2.7036e+05 │ 0.00266 │ 7.132e+04 1.99e+05 │ │ 3 │ f(x)= 1239.8 │ 2.67e-05 │ 1218 21.82 │ │ 4 │ f(x)= 1221.8 │ 1.25e-05 │ 1212 9.37 │ │ 5 │ f(x)= 1178 │ 9.84e-06 │ 1167 11.12 │ │ 6 │ f(x)= 1095.7 │ 1.57e-05 │ 1069 26.73 │ │ 7 │ f(x)= 964.08 │ 2.33e-05 │ 909.3 54.77 │ │ 8 │ f(x)= 763.52 │ 2.36e-05 │ 658.8 104.8 │ │ 9 │ f(x)= 633.85 │ 1.83e-05 │ 524.7 109.1 │ │ 10 │ f(x)= 463.52 │ 2.55e-05 │ 353.7 109.8 │ │ 11 │ f(x)= 416.05 │ 2.96e-05 │ 310.7 105.4 │ │ 12 │ f(x)= 405.46 │ 1.38e-05 │ 322.3 83.13 │ │ 13 │ f(x)= 387.64 │ 1.11e-05 │ 314.5 73.1 │ │ 14 │ f(x)= 360.09 │ 1.57e-05 │ 291.3 68.81 │ │ 15 │ f(x)= 309.28 │ 2.15e-05 │ 253.5 55.77 │ │ 16 │ f(x)= 273.31 │ 3.89e-05 │ 223.8 49.52 │ │ 17 │ f(x)= 243.49 │ 1.36e-05 │ 224.4 19.05 │ │ 18 │ f(x)= 233.58 │ 7.35e-06 │ 225.2 8.414 │ │ 19 │ f(x)= 229.03 │ 5.67e-06 │ 224.8 4.212 │ │ 20 │ f(x)= 227.95 │ 9.66e-06 │ 224.7 3.283 │ │ 21 │ f(x)= 226.31 │ 2.19e-06 │ 224.6 1.735 │ │ 22 │ f(x)= 226.05 │ 1.31e-06 │ 224.5 1.583 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004556 Total Core solution elapsed time: 1.59867 Linear solver elapsed time: 1.44903 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 31/31, alpha value: 1e-11 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-25 │ │ 2 │ f(x)=4.6847e+05 │ 0.00522 │ 7.132e+04 3.972e+05 │ │ 3 │ f(x)= 1261.5 │ 5.43e-05 │ 1218 43.54 │ │ 4 │ f(x)= 1256.5 │ 1.26e-05 │ 1252 4.789 │ │ 5 │ f(x)= 1248.1 │ 8.31e-06 │ 1244 3.961 │ │ 6 │ f(x)= 1180.1 │ 1.62e-05 │ 1165 15.5 │ │ 7 │ f(x)= 1118.9 │ 2.31e-05 │ 1089 29.63 │ │ 8 │ f(x)= 1022.4 │ 2.22e-05 │ 971.7 50.7 │ │ 9 │ f(x)= 810.58 │ 5.55e-05 │ 690.7 119.9 │ │ 10 │ f(x)= 699.58 │ 2.22e-05 │ 592.2 107.4 │ │ 11 │ f(x)= 636.15 │ 1.96e-05 │ 543.5 92.63 │ │ 12 │ f(x)= 566.63 │ 2.29e-05 │ 473.1 93.57 │ │ 13 │ f(x)= 484.12 │ 5.7e-05 │ 356 128.1 │ │ 14 │ f(x)= 459.3 │ 2.05e-05 │ 368.1 91.21 │ │ 15 │ f(x)= 430.26 │ 1.96e-05 │ 353.5 76.79 │ │ 16 │ f(x)= 352.38 │ 3.2e-05 │ 294.1 58.27 │ │ 17 │ f(x)= 271.51 │ 3.78e-05 │ 240.9 30.61 │ │ 18 │ f(x)= 319.35 │ 9.28e-05 │ 243.6 75.75 │ │ 19 │ f(x)= 248.24 │ 3.35e-05 │ 229.5 18.74 │ │ 20 │ f(x)= 233.89 │ 1.12e-05 │ 228.4 5.526 │ │ 21 │ f(x)= 230.82 │ 5.51e-06 │ 228 2.773 │ │ 22 │ f(x)= 229.56 │ 5.42e-06 │ 227.8 1.782 │ │ 23 │ f(x)= 228.6 │ 7.33e-06 │ 227.4 1.24 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004459 Total Core solution elapsed time: 1.72582 Linear solver elapsed time: 1.56559 (91%) Total elapsed time: 0 hrs 0 min 1 sec INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.765e-31 │ │ 2 │ f(x)= 71317 │ 0.000249 │ 7.132e+04 1.589 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0003 │ │ 4 │ f(x)= 2641.8 │ 1.75e-05 │ 2641 0.526 │ │ 5 │ f(x)= 504.83 │ 3.4e-06 │ 504.8 0.03169 │ │ 6 │ f(x)= 740.58 │ 7.47e-06 │ 740.2 0.4202 │ │ 7 │ f(x)= 163.99 │ 1.4e-06 │ 163.9 0.1135 │ │ 8 │ f(x)= 112.02 │ 1.58e-06 │ 111.8 0.2567 │ │ 9 │ f(x)= 75.329 │ 6.95e-07 │ 75.1 0.2255 │ │ 10 │ f(x)= 51.339 │ 4.07e-07 │ 51.09 0.249 │ │ 11 │ f(x)= 26.737 │ 2.73e-07 │ 26.41 0.3316 │ │ 12 │ f(x)= 15.506 │ 1.64e-07 │ 15.16 0.347 │ │ 13 │ f(x)= 10.13 │ 1.15e-07 │ 9.793 0.3374 │ │ 14 │ f(x)= 6.0393 │ 9.7e-08 │ 5.705 0.3343 │ │ 15 │ f(x)= 2.7181 │ 9.13e-08 │ 2.372 0.3463 │ │ 16 │ f(x)= 1.9229 │ 3.89e-08 │ 1.594 0.3294 │ │ 17 │ f(x)= 1.548 │ 3.95e-08 │ 1.221 0.3274 │ │ 18 │ f(x)= 1.0957 │ 4.08e-08 │ 0.7833 0.3124 │ │ 19 │ f(x)= 0.72964 │ 1.74e-08 │ 0.4386 0.291 │ │ 20 │ f(x)= 0.65174 │ 1.27e-08 │ 0.3776 0.2742 │ │ 21 │ f(x)= 0.56945 │ 1.37e-08 │ 0.3102 0.2592 │ │ 22 │ f(x)= 0.40776 │ 1.27e-08 │ 0.1807 0.227 │ │ 23 │ f(x)= 0.35508 │ 1.94e-08 │ 0.1573 0.1977 │ │ 24 │ f(x)= 0.28474 │ 9.57e-09 │ 0.09248 0.1923 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004541 Total Core solution elapsed time: 2.23784 Linear solver elapsed time: 2.04019 (91%) Total elapsed time: 0 hrs 0 min 2 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-LcurveAnalysis +++ 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 creating thickness creating drag creating flow law paramter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.00413 Total Core solution elapsed time: 0.119552 Linear solver elapsed time: 0.109438 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.004082 Total Core solution elapsed time: 0.126288 Linear solver elapsed time: 0.116688 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster ------------------------------------------------------------ alpha iteration: 1/31, alpha value: 1e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.0003972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 7.5e-08 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 0.0001327 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 7.927e-06 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 0.0001068 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 2.844e-05 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 6.549e-05 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 5.715e-05 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 6.311e-05 │ │ 11 │ f(x)= 26.462 │ 2.72e-07 │ 26.46 8.565e-05 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 9.124e-05 │ │ 13 │ f(x)= 9.8226 │ 1.14e-07 │ 9.822 9.174e-05 │ │ 14 │ f(x)= 5.8087 │ 9.69e-08 │ 5.809 9.448e-05 │ │ 15 │ f(x)= 2.4896 │ 9.36e-08 │ 2.489 0.0001059 │ │ 16 │ f(x)= 1.7088 │ 3.9e-08 │ 1.709 0.0001056 │ │ 17 │ f(x)= 1.3549 │ 3.96e-08 │ 1.355 0.0001093 │ │ 18 │ f(x)= 0.88103 │ 4.29e-08 │ 0.8809 0.0001114 │ │ 19 │ f(x)= 0.47927 │ 1.58e-08 │ 0.4791 0.0001157 │ │ 20 │ f(x)= 0.39808 │ 1.12e-08 │ 0.398 0.0001159 │ │ 21 │ f(x)= 0.32628 │ 1.1e-08 │ 0.3262 0.0001175 │ │ 22 │ f(x)= 0.20229 │ 9.75e-09 │ 0.2022 0.0001245 │ │ 23 │ f(x)= 0.1927 │ 2e-08 │ 0.1926 0.000128 │ │ 24 │ f(x)= 0.13094 │ 9e-09 │ 0.1308 0.0001282 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.00443 Total Core solution elapsed time: 2.19082 Linear solver elapsed time: 1.99445 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 2/31, alpha value: 1.9953e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.0007924 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.496e-07 │ │ 4 │ f(x)= 2651.2 │ 1.75e-05 │ 2651 0.0002648 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 1.582e-05 │ │ 6 │ f(x)= 749.3 │ 7.53e-06 │ 749.3 0.0002131 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 5.675e-05 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0001307 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.000114 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 0.0001259 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.0001709 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 0.000182 │ │ 13 │ f(x)= 9.8226 │ 1.14e-07 │ 9.822 0.000183 │ │ 14 │ f(x)= 5.8088 │ 9.69e-08 │ 5.809 0.0001885 │ │ 15 │ f(x)= 2.4897 │ 9.36e-08 │ 2.489 0.0002114 │ │ 16 │ f(x)= 1.7088 │ 3.9e-08 │ 1.709 0.0002107 │ │ 17 │ f(x)= 1.355 │ 3.96e-08 │ 1.355 0.000218 │ │ 18 │ f(x)= 0.88111 │ 4.29e-08 │ 0.8809 0.0002223 │ │ 19 │ f(x)= 0.47936 │ 1.58e-08 │ 0.4791 0.0002308 │ │ 20 │ f(x)= 0.39819 │ 1.12e-08 │ 0.398 0.0002313 │ │ 21 │ f(x)= 0.32639 │ 1.1e-08 │ 0.3262 0.0002344 │ │ 22 │ f(x)= 0.2024 │ 9.75e-09 │ 0.2022 0.0002484 │ │ 23 │ f(x)= 0.19282 │ 2e-08 │ 0.1926 0.0002552 │ │ 24 │ f(x)= 0.13105 │ 9e-09 │ 0.1308 0.0002557 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004492 Total Core solution elapsed time: 2.16463 Linear solver elapsed time: 1.97349 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 3/31, alpha value: 3.9811e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-34 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.001581 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 2.986e-07 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.0005284 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 3.156e-05 │ │ 6 │ f(x)= 749.29 │ 7.53e-06 │ 749.3 0.0004251 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 0.0001132 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0002607 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0002275 │ │ 10 │ f(x)= 52.097 │ 4.15e-07 │ 52.1 0.0002512 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.000341 │ │ 12 │ f(x)= 15.279 │ 1.65e-07 │ 15.28 0.0003632 │ │ 13 │ f(x)= 9.8228 │ 1.14e-07 │ 9.822 0.0003652 │ │ 14 │ f(x)= 5.809 │ 9.69e-08 │ 5.809 0.0003761 │ │ 15 │ f(x)= 2.4898 │ 9.36e-08 │ 2.489 0.0004217 │ │ 16 │ f(x)= 1.709 │ 3.9e-08 │ 1.709 0.0004203 │ │ 17 │ f(x)= 1.3551 │ 3.96e-08 │ 1.355 0.0004349 │ │ 18 │ f(x)= 0.88126 │ 4.29e-08 │ 0.8808 0.0004435 │ │ 19 │ f(x)= 0.47955 │ 1.58e-08 │ 0.4791 0.0004603 │ │ 20 │ f(x)= 0.39839 │ 1.11e-08 │ 0.3979 0.0004613 │ │ 21 │ f(x)= 0.3266 │ 1.1e-08 │ 0.3261 0.0004675 │ │ 22 │ f(x)= 0.20261 │ 9.75e-09 │ 0.2021 0.0004953 │ │ 23 │ f(x)= 0.19306 │ 2e-08 │ 0.1926 0.0005089 │ │ 24 │ f(x)= 0.13126 │ 9e-09 │ 0.1308 0.0005098 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004509 Total Core solution elapsed time: 2.27605 Linear solver elapsed time: 2.07667 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 4/31, alpha value: 7.9433e-20 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.003155 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 5.957e-07 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.001054 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 6.297e-05 │ │ 6 │ f(x)= 749.29 │ 7.53e-06 │ 749.3 0.0008482 │ │ 7 │ f(x)= 165.57 │ 1.42e-06 │ 165.6 0.0002259 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.0005202 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0004539 │ │ 10 │ f(x)= 52.096 │ 4.15e-07 │ 52.1 0.0005013 │ │ 11 │ f(x)= 26.463 │ 2.72e-07 │ 26.46 0.0006803 │ │ 12 │ f(x)= 15.28 │ 1.65e-07 │ 15.28 0.0007247 │ │ 13 │ f(x)= 9.8232 │ 1.14e-07 │ 9.822 0.0007286 │ │ 14 │ f(x)= 5.8092 │ 9.69e-08 │ 5.808 0.0007503 │ │ 15 │ f(x)= 2.4901 │ 9.36e-08 │ 2.489 0.0008413 │ │ 16 │ f(x)= 1.7093 │ 3.9e-08 │ 1.708 0.0008383 │ │ 17 │ f(x)= 1.3554 │ 3.96e-08 │ 1.355 0.0008676 │ │ 18 │ f(x)= 0.88158 │ 4.29e-08 │ 0.8807 0.0008846 │ │ 19 │ f(x)= 0.47993 │ 1.58e-08 │ 0.479 0.000918 │ │ 20 │ f(x)= 0.3988 │ 1.11e-08 │ 0.3979 0.0009198 │ │ 21 │ f(x)= 0.32703 │ 1.1e-08 │ 0.3261 0.0009321 │ │ 22 │ f(x)= 0.20304 │ 9.74e-09 │ 0.202 0.0009873 │ │ 23 │ f(x)= 0.19354 │ 2e-08 │ 0.1925 0.001014 │ │ 24 │ f(x)= 0.1317 │ 8.99e-09 │ 0.1307 0.001016 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004475 Total Core solution elapsed time: 2.26688 Linear solver elapsed time: 2.06495 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 5/31, alpha value: 1.5849e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.006294 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.189e-06 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.002104 │ │ 5 │ f(x)= 506.82 │ 3.41e-06 │ 506.8 0.0001256 │ │ 6 │ f(x)= 749.27 │ 7.53e-06 │ 749.3 0.001692 │ │ 7 │ f(x)= 165.56 │ 1.42e-06 │ 165.6 0.0004508 │ │ 8 │ f(x)= 112.93 │ 1.6e-06 │ 112.9 0.001038 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.0009057 │ │ 10 │ f(x)= 52.095 │ 4.15e-07 │ 52.09 0.001 │ │ 11 │ f(x)= 26.464 │ 2.72e-07 │ 26.46 0.001357 │ │ 12 │ f(x)= 15.28 │ 1.65e-07 │ 15.28 0.001446 │ │ 13 │ f(x)= 9.8239 │ 1.14e-07 │ 9.822 0.001454 │ │ 14 │ f(x)= 5.8098 │ 9.69e-08 │ 5.808 0.001497 │ │ 15 │ f(x)= 2.4907 │ 9.36e-08 │ 2.489 0.001678 │ │ 16 │ f(x)= 1.7099 │ 3.9e-08 │ 1.708 0.001672 │ │ 17 │ f(x)= 1.356 │ 3.96e-08 │ 1.354 0.00173 │ │ 18 │ f(x)= 0.88221 │ 4.29e-08 │ 0.8804 0.001764 │ │ 19 │ f(x)= 0.48069 │ 1.58e-08 │ 0.4789 0.00183 │ │ 20 │ f(x)= 0.39962 │ 1.11e-08 │ 0.3978 0.001833 │ │ 21 │ f(x)= 0.32787 │ 1.1e-08 │ 0.326 0.001857 │ │ 22 │ f(x)= 0.20388 │ 9.74e-09 │ 0.2019 0.001966 │ │ 23 │ f(x)= 0.19449 │ 2e-08 │ 0.1925 0.002017 │ │ 24 │ f(x)= 0.13256 │ 8.99e-09 │ 0.1305 0.00202 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004591 Total Core solution elapsed time: 2.24974 Linear solver elapsed time: 2.05093 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 6/31, alpha value: 3.1623e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-33 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.01256 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 2.372e-06 │ │ 4 │ f(x)= 2651.1 │ 1.75e-05 │ 2651 0.004197 │ │ 5 │ f(x)= 506.81 │ 3.41e-06 │ 506.8 0.0002507 │ │ 6 │ f(x)= 749.23 │ 7.53e-06 │ 749.2 0.003376 │ │ 7 │ f(x)= 165.56 │ 1.42e-06 │ 165.6 0.0008995 │ │ 8 │ f(x)= 112.92 │ 1.6e-06 │ 112.9 0.002071 │ │ 9 │ f(x)= 75.259 │ 6.92e-07 │ 75.26 0.001807 │ │ 10 │ f(x)= 52.092 │ 4.15e-07 │ 52.09 0.001995 │ │ 11 │ f(x)= 26.465 │ 2.72e-07 │ 26.46 0.002708 │ │ 12 │ f(x)= 15.281 │ 1.65e-07 │ 15.28 0.002884 │ │ 13 │ f(x)= 9.8253 │ 1.14e-07 │ 9.822 0.002899 │ │ 14 │ f(x)= 5.811 │ 9.69e-08 │ 5.808 0.002985 │ │ 15 │ f(x)= 2.4918 │ 9.36e-08 │ 2.488 0.003345 │ │ 16 │ f(x)= 1.711 │ 3.9e-08 │ 1.708 0.003332 │ │ 17 │ f(x)= 1.3571 │ 3.96e-08 │ 1.354 0.003447 │ │ 18 │ f(x)= 0.88346 │ 4.29e-08 │ 0.88 0.003513 │ │ 19 │ f(x)= 0.48219 │ 1.58e-08 │ 0.4785 0.003643 │ │ 20 │ f(x)= 0.40124 │ 1.11e-08 │ 0.3976 0.003648 │ │ 21 │ f(x)= 0.32955 │ 1.1e-08 │ 0.3259 0.003694 │ │ 22 │ f(x)= 0.20555 │ 9.73e-09 │ 0.2016 0.003905 │ │ 23 │ f(x)= 0.19636 │ 2.01e-08 │ 0.1924 0.004 │ │ 24 │ f(x)= 0.13426 │ 8.97e-09 │ 0.1303 0.004005 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004569 Total Core solution elapsed time: 2.21227 Linear solver elapsed time: 2.01777 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 7/31, alpha value: 6.3096e-19 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.02506 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 4.732e-06 │ │ 4 │ f(x)= 2651 │ 1.75e-05 │ 2651 0.008374 │ │ 5 │ f(x)= 506.79 │ 3.41e-06 │ 506.8 0.0005002 │ │ 6 │ f(x)= 749.16 │ 7.53e-06 │ 749.2 0.006736 │ │ 7 │ f(x)= 165.54 │ 1.42e-06 │ 165.5 0.001795 │ │ 8 │ f(x)= 112.91 │ 1.6e-06 │ 112.9 0.004131 │ │ 9 │ f(x)= 75.26 │ 6.92e-07 │ 75.26 0.003605 │ │ 10 │ f(x)= 52.086 │ 4.15e-07 │ 52.08 0.003981 │ │ 11 │ f(x)= 26.467 │ 2.72e-07 │ 26.46 0.005401 │ │ 12 │ f(x)= 15.283 │ 1.65e-07 │ 15.28 0.005752 │ │ 13 │ f(x)= 9.8281 │ 1.14e-07 │ 9.822 0.005781 │ │ 14 │ f(x)= 5.8133 │ 9.69e-08 │ 5.807 0.00595 │ │ 15 │ f(x)= 2.4941 │ 9.36e-08 │ 2.487 0.006662 │ │ 16 │ f(x)= 1.7133 │ 3.89e-08 │ 1.707 0.006634 │ │ 17 │ f(x)= 1.3593 │ 3.96e-08 │ 1.352 0.006861 │ │ 18 │ f(x)= 0.88595 │ 4.28e-08 │ 0.879 0.006987 │ │ 19 │ f(x)= 0.48517 │ 1.58e-08 │ 0.4779 0.007237 │ │ 20 │ f(x)= 0.40445 │ 1.11e-08 │ 0.3972 0.007242 │ │ 21 │ f(x)= 0.33288 │ 1.1e-08 │ 0.3255 0.007328 │ │ 22 │ f(x)= 0.20884 │ 9.71e-09 │ 0.2011 0.007725 │ │ 23 │ f(x)= 0.20004 │ 2.02e-08 │ 0.1922 0.007888 │ │ 24 │ f(x)= 0.13758 │ 8.95e-09 │ 0.1297 0.007893 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004547 Total Core solution elapsed time: 2.24183 Linear solver elapsed time: 2.04663 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 8/31, alpha value: 1.2589e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.05 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 9.441e-06 │ │ 4 │ f(x)= 2650.9 │ 1.75e-05 │ 2651 0.01671 │ │ 5 │ f(x)= 506.76 │ 3.41e-06 │ 506.8 0.000998 │ │ 6 │ f(x)= 749.03 │ 7.53e-06 │ 749 0.01344 │ │ 7 │ f(x)= 165.52 │ 1.42e-06 │ 165.5 0.003581 │ │ 8 │ f(x)= 112.9 │ 1.6e-06 │ 112.9 0.008239 │ │ 9 │ f(x)= 75.261 │ 6.92e-07 │ 75.25 0.007192 │ │ 10 │ f(x)= 52.075 │ 4.15e-07 │ 52.07 0.007942 │ │ 11 │ f(x)= 26.472 │ 2.72e-07 │ 26.46 0.01077 │ │ 12 │ f(x)= 15.287 │ 1.65e-07 │ 15.28 0.01147 │ │ 13 │ f(x)= 9.8336 │ 1.14e-07 │ 9.822 0.01152 │ │ 14 │ f(x)= 5.8178 │ 9.69e-08 │ 5.806 0.01185 │ │ 15 │ f(x)= 2.4987 │ 9.35e-08 │ 2.485 0.01325 │ │ 16 │ f(x)= 1.7179 │ 3.89e-08 │ 1.705 0.01318 │ │ 17 │ f(x)= 1.3636 │ 3.95e-08 │ 1.35 0.01362 │ │ 18 │ f(x)= 0.89087 │ 4.28e-08 │ 0.877 0.01385 │ │ 19 │ f(x)= 0.49105 │ 1.58e-08 │ 0.4767 0.01432 │ │ 20 │ f(x)= 0.41077 │ 1.11e-08 │ 0.3965 0.01431 │ │ 21 │ f(x)= 0.3394 │ 1.1e-08 │ 0.3249 0.01445 │ │ 22 │ f(x)= 0.21524 │ 9.68e-09 │ 0.2001 0.01515 │ │ 23 │ f(x)= 0.20712 │ 2.03e-08 │ 0.1917 0.01538 │ │ 24 │ f(x)= 0.14393 │ 8.92e-09 │ 0.1286 0.01537 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004537 Total Core solution elapsed time: 2.21167 Linear solver elapsed time: 2.0168 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 9/31, alpha value: 2.5119e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.09976 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 1.884e-05 │ │ 4 │ f(x)= 2650.6 │ 1.75e-05 │ 2651 0.03332 │ │ 5 │ f(x)= 506.7 │ 3.4e-06 │ 506.7 0.001991 │ │ 6 │ f(x)= 748.75 │ 7.53e-06 │ 748.7 0.0268 │ │ 7 │ f(x)= 165.47 │ 1.42e-06 │ 165.5 0.007144 │ │ 8 │ f(x)= 112.87 │ 1.6e-06 │ 112.9 0.01643 │ │ 9 │ f(x)= 75.263 │ 6.92e-07 │ 75.25 0.01434 │ │ 10 │ f(x)= 52.052 │ 4.15e-07 │ 52.04 0.01584 │ │ 11 │ f(x)= 26.482 │ 2.72e-07 │ 26.46 0.02147 │ │ 12 │ f(x)= 15.295 │ 1.65e-07 │ 15.27 0.02285 │ │ 13 │ f(x)= 9.8446 │ 1.14e-07 │ 9.822 0.02292 │ │ 14 │ f(x)= 5.8268 │ 9.69e-08 │ 5.803 0.02354 │ │ 15 │ f(x)= 2.5076 │ 9.34e-08 │ 2.481 0.02626 │ │ 16 │ f(x)= 1.7268 │ 3.89e-08 │ 1.701 0.02608 │ │ 17 │ f(x)= 1.3721 │ 3.95e-08 │ 1.345 0.02691 │ │ 18 │ f(x)= 0.90047 │ 4.27e-08 │ 0.8732 0.0273 │ │ 19 │ f(x)= 0.50251 │ 1.57e-08 │ 0.4744 0.02808 │ │ 20 │ f(x)= 0.42306 │ 1.11e-08 │ 0.3951 0.02799 │ │ 21 │ f(x)= 0.35201 │ 1.1e-08 │ 0.3238 0.02819 │ │ 22 │ f(x)= 0.22742 │ 9.65e-09 │ 0.1982 0.02924 │ │ 23 │ f(x)= 0.22033 │ 2.06e-08 │ 0.191 0.02932 │ │ 24 │ f(x)= 0.15559 │ 8.91e-09 │ 0.1263 0.02925 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004589 Total Core solution elapsed time: 2.22293 Linear solver elapsed time: 2.02777 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 10/31, alpha value: 5.0119e-18 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-32 │ │ 2 │ f(x)= 71315 │ 0.000249 │ 7.132e+04 0.199 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 3.759e-05 │ │ 4 │ f(x)= 2650 │ 1.75e-05 │ 2650 0.06645 │ │ 5 │ f(x)= 506.57 │ 3.4e-06 │ 506.6 0.003973 │ │ 6 │ f(x)= 748.2 │ 7.53e-06 │ 748.1 0.05341 │ │ 7 │ f(x)= 165.37 │ 1.42e-06 │ 165.4 0.01425 │ │ 8 │ f(x)= 112.81 │ 1.6e-06 │ 112.8 0.03274 │ │ 9 │ f(x)= 75.268 │ 6.92e-07 │ 75.24 0.02859 │ │ 10 │ f(x)= 52.006 │ 4.14e-07 │ 51.97 0.03157 │ │ 11 │ f(x)= 26.501 │ 2.72e-07 │ 26.46 0.04275 │ │ 12 │ f(x)= 15.31 │ 1.65e-07 │ 15.26 0.04544 │ │ 13 │ f(x)= 9.8662 │ 1.14e-07 │ 9.821 0.04549 │ │ 14 │ f(x)= 5.8443 │ 9.69e-08 │ 5.798 0.04661 │ │ 15 │ f(x)= 2.525 │ 9.33e-08 │ 2.473 0.05169 │ │ 16 │ f(x)= 1.7441 │ 3.89e-08 │ 1.693 0.05117 │ │ 17 │ f(x)= 1.3885 │ 3.94e-08 │ 1.336 0.05264 │ │ 18 │ f(x)= 0.91888 │ 4.25e-08 │ 0.8657 0.05313 │ │ 19 │ f(x)= 0.52432 │ 1.57e-08 │ 0.4701 0.05419 │ │ 20 │ f(x)= 0.44626 │ 1.11e-08 │ 0.3925 0.05373 │ │ 21 │ f(x)= 0.37552 │ 1.1e-08 │ 0.3217 0.0538 │ │ 22 │ f(x)= 0.24904 │ 9.7e-09 │ 0.1943 0.0547 │ │ 23 │ f(x)= 0.24513 │ 2.14e-08 │ 0.1915 0.05361 │ │ 24 │ f(x)= 0.17588 │ 9.03e-09 │ 0.1225 0.05334 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.00456 Total Core solution elapsed time: 2.25122 Linear solver elapsed time: 2.0545 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 11/31, alpha value: 1e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-31 │ │ 2 │ f(x)= 71316 │ 0.000249 │ 7.132e+04 0.3972 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 7.5e-05 │ │ 4 │ f(x)= 2648.8 │ 1.75e-05 │ 2649 0.1324 │ │ 5 │ f(x)= 506.33 │ 3.4e-06 │ 506.3 0.007926 │ │ 6 │ f(x)= 747.1 │ 7.52e-06 │ 747 0.1063 │ │ 7 │ f(x)= 165.17 │ 1.41e-06 │ 165.1 0.02843 │ │ 8 │ f(x)= 112.7 │ 1.6e-06 │ 112.6 0.06515 │ │ 9 │ f(x)= 75.277 │ 6.93e-07 │ 75.22 0.05695 │ │ 10 │ f(x)= 51.914 │ 4.13e-07 │ 51.85 0.06289 │ │ 11 │ f(x)= 26.538 │ 2.72e-07 │ 26.45 0.08494 │ │ 12 │ f(x)= 15.34 │ 1.65e-07 │ 15.25 0.09009 │ │ 13 │ f(x)= 9.9083 │ 1.14e-07 │ 9.818 0.08979 │ │ 14 │ f(x)= 5.8778 │ 9.68e-08 │ 5.786 0.09155 │ │ 15 │ f(x)= 2.5582 │ 9.29e-08 │ 2.458 0.1005 │ │ 16 │ f(x)= 1.7765 │ 3.88e-08 │ 1.678 0.09881 │ │ 17 │ f(x)= 1.4188 │ 3.94e-08 │ 1.318 0.1011 │ │ 18 │ f(x)= 0.95274 │ 4.21e-08 │ 0.8517 0.101 │ │ 19 │ f(x)= 0.56408 │ 1.58e-08 │ 0.4627 0.1014 │ │ 20 │ f(x)= 0.488 │ 1.12e-08 │ 0.3884 0.09956 │ │ 21 │ f(x)= 0.41705 │ 1.12e-08 │ 0.3184 0.09862 │ │ 22 │ f(x)= 0.28568 │ 1e-08 │ 0.189 0.09667 │ │ 23 │ f(x)= 0.28121 │ 2.25e-08 │ 0.1903 0.09089 │ │ 24 │ f(x)= 0.20437 │ 9.54e-09 │ 0.1145 0.08988 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004632 Total Core solution elapsed time: 2.18425 Linear solver elapsed time: 1.99061 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 12/31, alpha value: 1.9953e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-31 │ │ 2 │ f(x)= 71316 │ 0.000249 │ 7.132e+04 0.7924 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0001496 │ │ 4 │ f(x)= 2646.5 │ 1.75e-05 │ 2646 0.2636 │ │ 5 │ f(x)= 505.83 │ 3.4e-06 │ 505.8 0.01581 │ │ 6 │ f(x)= 744.93 │ 7.5e-06 │ 744.7 0.2113 │ │ 7 │ f(x)= 164.78 │ 1.41e-06 │ 164.7 0.05669 │ │ 8 │ f(x)= 112.47 │ 1.59e-06 │ 112.3 0.1293 │ │ 9 │ f(x)= 75.295 │ 6.93e-07 │ 75.18 0.1133 │ │ 10 │ f(x)= 51.727 │ 4.11e-07 │ 51.6 0.125 │ │ 11 │ f(x)= 26.608 │ 2.72e-07 │ 26.44 0.1681 │ │ 12 │ f(x)= 15.398 │ 1.64e-07 │ 15.22 0.1775 │ │ 13 │ f(x)= 9.9877 │ 1.14e-07 │ 9.812 0.1754 │ │ 14 │ f(x)= 5.9387 │ 9.68e-08 │ 5.762 0.1771 │ │ 15 │ f(x)= 2.6183 │ 9.23e-08 │ 2.428 0.1904 │ │ 16 │ f(x)= 1.8337 │ 3.87e-08 │ 1.649 0.1851 │ │ 17 │ f(x)= 1.4709 │ 3.93e-08 │ 1.284 0.1873 │ │ 18 │ f(x)= 1.0103 │ 4.16e-08 │ 0.8264 0.184 │ │ 19 │ f(x)= 0.63073 │ 1.61e-08 │ 0.4515 0.1793 │ │ 20 │ f(x)= 0.55607 │ 1.16e-08 │ 0.3829 0.1732 │ │ 21 │ f(x)= 0.48233 │ 1.2e-08 │ 0.314 0.1683 │ │ 22 │ f(x)= 0.3383 │ 1.1e-08 │ 0.1828 0.1555 │ │ 23 │ f(x)= 0.32401 │ 2.36e-08 │ 0.1865 0.1375 │ │ 24 │ f(x)= 0.23509 │ 1.04e-08 │ 0.1012 0.1339 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004485 Total Core solution elapsed time: 2.26983 Linear solver elapsed time: 2.0695 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 13/31, alpha value: 3.9811e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-31 │ │ 2 │ f(x)= 71317 │ 0.000249 │ 7.132e+04 1.581 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0002986 │ │ 4 │ f(x)= 2641.8 │ 1.75e-05 │ 2641 0.5236 │ │ 5 │ f(x)= 504.84 │ 3.4e-06 │ 504.8 0.03154 │ │ 6 │ f(x)= 740.62 │ 7.47e-06 │ 740.2 0.4182 │ │ 7 │ f(x)= 164 │ 1.4e-06 │ 163.9 0.113 │ │ 8 │ f(x)= 112.02 │ 1.58e-06 │ 111.8 0.2555 │ │ 9 │ f(x)= 75.329 │ 6.95e-07 │ 75.1 0.2244 │ │ 10 │ f(x)= 51.343 │ 4.07e-07 │ 51.1 0.2478 │ │ 11 │ f(x)= 26.736 │ 2.73e-07 │ 26.41 0.33 │ │ 12 │ f(x)= 15.505 │ 1.64e-07 │ 15.16 0.3454 │ │ 13 │ f(x)= 10.129 │ 1.15e-07 │ 9.793 0.3359 │ │ 14 │ f(x)= 6.0385 │ 9.7e-08 │ 5.706 0.3329 │ │ 15 │ f(x)= 2.7172 │ 9.13e-08 │ 2.372 0.345 │ │ 16 │ f(x)= 1.9222 │ 3.89e-08 │ 1.594 0.3282 │ │ 17 │ f(x)= 1.5474 │ 3.95e-08 │ 1.221 0.3262 │ │ 18 │ f(x)= 1.095 │ 4.08e-08 │ 0.7836 0.3114 │ │ 19 │ f(x)= 0.72886 │ 1.74e-08 │ 0.4387 0.2902 │ │ 20 │ f(x)= 0.65102 │ 1.27e-08 │ 0.3776 0.2734 │ │ 21 │ f(x)= 0.5688 │ 1.37e-08 │ 0.3102 0.2586 │ │ 22 │ f(x)= 0.40718 │ 1.27e-08 │ 0.1807 0.2265 │ │ 23 │ f(x)= 0.35477 │ 1.95e-08 │ 0.1576 0.1972 │ │ 24 │ f(x)= 0.28407 │ 9.59e-09 │ 0.09237 0.1917 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004465 Total Core solution elapsed time: 2.22647 Linear solver elapsed time: 2.03094 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 14/31, alpha value: 7.9433e-17 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-30 │ │ 2 │ f(x)= 71318 │ 0.000249 │ 7.132e+04 3.155 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0005957 │ │ 4 │ f(x)= 2632.6 │ 1.75e-05 │ 2632 1.035 │ │ 5 │ f(x)= 502.88 │ 3.39e-06 │ 502.8 0.06289 │ │ 6 │ f(x)= 732.15 │ 7.42e-06 │ 731.3 0.8211 │ │ 7 │ f(x)= 162.48 │ 1.38e-06 │ 162.3 0.2249 │ │ 8 │ f(x)= 111.16 │ 1.55e-06 │ 110.7 0.4996 │ │ 9 │ f(x)= 75.39 │ 6.99e-07 │ 74.95 0.4418 │ │ 10 │ f(x)= 50.528 │ 4e-07 │ 50.04 0.488 │ │ 11 │ f(x)= 26.939 │ 2.73e-07 │ 26.3 0.6385 │ │ 12 │ f(x)= 15.686 │ 1.64e-07 │ 15.03 0.6564 │ │ 13 │ f(x)= 10.347 │ 1.15e-07 │ 9.727 0.6193 │ │ 14 │ f(x)= 6.1591 │ 9.76e-08 │ 5.566 0.593 │ │ 15 │ f(x)= 2.8498 │ 8.9e-08 │ 2.27 0.5799 │ │ 16 │ f(x)= 2.0279 │ 3.93e-08 │ 1.493 0.5346 │ │ 17 │ f(x)= 1.6307 │ 3.96e-08 │ 1.112 0.519 │ │ 18 │ f(x)= 1.1982 │ 3.85e-08 │ 0.7189 0.4792 │ │ 19 │ f(x)= 0.86622 │ 2.08e-08 │ 0.4383 0.4279 │ │ 20 │ f(x)= 0.77055 │ 1.41e-08 │ 0.3755 0.3951 │ │ 21 │ f(x)= 0.6789 │ 1.52e-08 │ 0.3095 0.3694 │ │ 22 │ f(x)= 0.53209 │ 1.29e-08 │ 0.1964 0.3357 │ │ 23 │ f(x)= 0.48606 │ 1.48e-08 │ 0.1726 0.3134 │ │ 24 │ f(x)= 0.45428 │ 7.4e-09 │ 0.1458 0.3085 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004589 Total Core solution elapsed time: 2.20617 Linear solver elapsed time: 2.01106 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 15/31, alpha value: 1.5849e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-30 │ │ 2 │ f(x)= 71321 │ 0.000249 │ 7.132e+04 6.294 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.001188 │ │ 4 │ f(x)= 2614.6 │ 1.74e-05 │ 2613 2.027 │ │ 5 │ f(x)= 498.99 │ 3.37e-06 │ 498.9 0.1253 │ │ 6 │ f(x)= 715.74 │ 7.3e-06 │ 714.2 1.586 │ │ 7 │ f(x)= 159.59 │ 1.34e-06 │ 159.1 0.4465 │ │ 8 │ f(x)= 109.6 │ 1.51e-06 │ 108.6 0.9585 │ │ 9 │ f(x)= 75.481 │ 7.07e-07 │ 74.62 0.8584 │ │ 10 │ f(x)= 48.7 │ 3.84e-07 │ 47.75 0.9505 │ │ 11 │ f(x)= 27.145 │ 2.73e-07 │ 25.94 1.202 │ │ 12 │ f(x)= 15.936 │ 1.64e-07 │ 14.74 1.191 │ │ 13 │ f(x)= 10.553 │ 1.17e-07 │ 9.487 1.066 │ │ 14 │ f(x)= 6.1427 │ 9.86e-08 │ 5.177 0.9655 │ │ 15 │ f(x)= 2.9664 │ 8.05e-08 │ 2.076 0.8903 │ │ 16 │ f(x)= 2.1124 │ 3.89e-08 │ 1.309 0.8031 │ │ 17 │ f(x)= 1.701 │ 3.68e-08 │ 0.9295 0.7715 │ │ 18 │ f(x)= 1.3505 │ 3.01e-08 │ 0.6506 0.6999 │ │ 19 │ f(x)= 1.1135 │ 2.42e-08 │ 0.4919 0.6217 │ │ 20 │ f(x)= 0.98023 │ 1.54e-08 │ 0.4035 0.5768 │ │ 21 │ f(x)= 0.89005 │ 1.36e-08 │ 0.3359 0.5542 │ │ 22 │ f(x)= 0.80506 │ 1e-08 │ 0.2687 0.5364 │ │ 23 │ f(x)= 0.77753 │ 9.51e-09 │ 0.254 0.5236 │ │ 24 │ f(x)= 0.7725 │ 5.22e-09 │ 0.2529 0.5196 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004356 Total Core solution elapsed time: 2.17811 Linear solver elapsed time: 1.98064 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 16/31, alpha value: 3.1623e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-30 │ │ 2 │ f(x)= 71328 │ 0.000249 │ 7.132e+04 12.56 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.002371 │ │ 4 │ f(x)= 2579.7 │ 1.72e-05 │ 2576 3.899 │ │ 5 │ f(x)= 491.37 │ 3.34e-06 │ 491.1 0.2491 │ │ 6 │ f(x)= 684.91 │ 7.08e-06 │ 681.9 2.971 │ │ 7 │ f(x)= 154.31 │ 1.26e-06 │ 153.4 0.8809 │ │ 8 │ f(x)= 106.96 │ 1.42e-06 │ 105.2 1.772 │ │ 9 │ f(x)= 75.54 │ 7.22e-07 │ 73.91 1.626 │ │ 10 │ f(x)= 44.378 │ 3.49e-07 │ 42.55 1.826 │ │ 11 │ f(x)= 26.817 │ 2.68e-07 │ 24.66 2.155 │ │ 12 │ f(x)= 16.012 │ 1.64e-07 │ 14.03 1.986 │ │ 13 │ f(x)= 10.337 │ 1.21e-07 │ 8.699 1.638 │ │ 14 │ f(x)= 5.5311 │ 9.32e-08 │ 4.102 1.429 │ │ 15 │ f(x)= 3.1484 │ 5.6e-08 │ 1.806 1.343 │ │ 16 │ f(x)= 2.315 │ 3.11e-08 │ 1.092 1.223 │ │ 17 │ f(x)= 1.8526 │ 2.32e-08 │ 0.751 1.102 │ │ 18 │ f(x)= 1.6139 │ 2.65e-08 │ 0.6366 0.9773 │ │ 19 │ f(x)= 1.4507 │ 1.58e-08 │ 0.5291 0.9216 │ │ 20 │ f(x)= 1.3946 │ 7.97e-09 │ 0.4847 0.9099 │ │ 21 │ f(x)= 1.3627 │ 4.73e-09 │ 0.4615 0.9012 │ │ 22 │ f(x)= 1.3529 │ 2.96e-09 │ 0.4574 0.8955 │ │ 23 │ f(x)= 1.3518 │ 1.53e-09 │ 0.4584 0.8934 │ │ 24 │ f(x)= 1.3503 │ 1.11e-09 │ 0.4562 0.8941 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004611 Total Core solution elapsed time: 2.09272 Linear solver elapsed time: 1.90144 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 17/31, alpha value: 6.3096e-16 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-29 │ │ 2 │ f(x)= 71340 │ 0.000249 │ 7.132e+04 25.06 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.004729 │ │ 4 │ f(x)= 2514.6 │ 1.69e-05 │ 2507 7.231 │ │ 5 │ f(x)= 476.73 │ 3.27e-06 │ 476.2 0.492 │ │ 6 │ f(x)= 630.13 │ 6.69e-06 │ 624.9 5.245 │ │ 7 │ f(x)= 145.64 │ 1.12e-06 │ 143.9 1.711 │ │ 8 │ f(x)= 103.26 │ 1.28e-06 │ 100.2 3.061 │ │ 9 │ f(x)= 75.109 │ 7.54e-07 │ 72.17 2.936 │ │ 10 │ f(x)= 35.538 │ 2.92e-07 │ 32.03 3.504 │ │ 11 │ f(x)= 23.763 │ 2.37e-07 │ 20.43 3.337 │ │ 12 │ f(x)= 12.756 │ 1.5e-07 │ 10.16 2.596 │ │ 13 │ f(x)= 8.4958 │ 1.21e-07 │ 6.236 2.259 │ │ 14 │ f(x)= 4.2447 │ 1.44e-07 │ 2.058 2.186 │ │ 15 │ f(x)= 3.7719 │ 4.92e-08 │ 1.792 1.98 │ │ 16 │ f(x)= 3.5023 │ 4.11e-08 │ 1.557 1.945 │ │ 17 │ f(x)= 2.9667 │ 5.72e-08 │ 1.111 1.856 │ │ 18 │ f(x)= 2.7003 │ 4.19e-08 │ 0.9679 1.732 │ │ 19 │ f(x)= 2.4567 │ 1.29e-08 │ 0.8783 1.578 │ │ 20 │ f(x)= 2.4154 │ 8.32e-09 │ 0.861 1.554 │ │ 21 │ f(x)= 2.3868 │ 5.1e-09 │ 0.8364 1.55 │ │ 22 │ f(x)= 2.3732 │ 2.58e-09 │ 0.8241 1.549 │ │ 23 │ f(x)= 2.368 │ 1.47e-09 │ 0.8177 1.55 │ │ 24 │ f(x)= 2.3671 │ 1.04e-09 │ 0.8168 1.55 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004476 Total Core solution elapsed time: 2.05339 Linear solver elapsed time: 1.87026 (91%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 18/31, alpha value: 1.2589e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-29 │ │ 2 │ f(x)= 71365 │ 0.00025 │ 7.132e+04 50 │ │ 3 │ f(x)= 1194.8 │ 5.01e-06 │ 1195 0.009429 │ │ 4 │ f(x)= 2400.9 │ 1.64e-05 │ 2388 12.48 │ │ 5 │ f(x)= 449.89 │ 3.14e-06 │ 448.9 0.9526 │ │ 6 │ f(x)= 542.72 │ 6.03e-06 │ 534.4 8.318 │ │ 7 │ f(x)= 134.5 │ 9.25e-07 │ 131.3 3.189 │ │ 8 │ f(x)= 99.858 │ 1.09e-06 │ 95.13 4.728 │ │ 9 │ f(x)= 71.497 │ 8.08e-07 │ 66.59 4.908 │ │ 10 │ f(x)= 27.361 │ 2.91e-07 │ 22.58 4.781 │ │ 11 │ f(x)= 18.463 │ 1.81e-07 │ 14.19 4.269 │ │ 12 │ f(x)= 13.458 │ 1.52e-07 │ 9.475 3.983 │ │ 13 │ f(x)= 9.126 │ 1.55e-07 │ 5.443 3.683 │ │ 14 │ f(x)= 6.0482 │ 1.09e-07 │ 2.429 3.619 │ │ 15 │ f(x)= 5.5774 │ 7.11e-08 │ 2.322 3.255 │ │ 16 │ f(x)= 5.1381 │ 5.25e-08 │ 2.029 3.109 │ │ 17 │ f(x)= 4.3403 │ 2.96e-08 │ 1.498 2.842 │ │ 18 │ f(x)= 4.243 │ 1.55e-08 │ 1.539 2.704 │ │ 19 │ f(x)= 4.2032 │ 1.01e-08 │ 1.532 2.671 │ │ 20 │ f(x)= 4.1959 │ 5e-09 │ 1.534 2.662 │ │ 21 │ f(x)= 4.186 │ 3.03e-09 │ 1.526 2.66 │ │ 22 │ f(x)= 4.1745 │ 1.95e-09 │ 1.514 2.661 │ │ 23 │ f(x)= 4.1698 │ 8.56e-10 │ 1.509 2.661 │ │ 24 │ f(x)= 4.1694 │ 7.63e-10 │ 1.508 2.661 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004566 Total Core solution elapsed time: 1.95158 Linear solver elapsed time: 1.77269 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 19/31, alpha value: 2.5119e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-29 │ │ 2 │ f(x)= 71415 │ 0.00025 │ 7.132e+04 99.76 │ │ 3 │ f(x)= 1194.9 │ 5e-06 │ 1195 0.01879 │ │ 4 │ f(x)= 2229.3 │ 1.55e-05 │ 2210 18.88 │ │ 5 │ f(x)= 406.67 │ 2.92e-06 │ 404.9 1.731 │ │ 6 │ f(x)= 428.3 │ 5.09e-06 │ 417.1 11.18 │ │ 7 │ f(x)= 127.62 │ 8.59e-07 │ 122.2 5.376 │ │ 8 │ f(x)= 99.767 │ 9.13e-07 │ 93.47 6.301 │ │ 9 │ f(x)= 50.151 │ 7.36e-07 │ 42.46 7.691 │ │ 10 │ f(x)= 25.942 │ 2.9e-07 │ 19.57 6.376 │ │ 11 │ f(x)= 17.735 │ 1.49e-07 │ 11.3 6.435 │ │ 12 │ f(x)= 14.856 │ 1.54e-07 │ 8.565 6.291 │ │ 13 │ f(x)= 10.305 │ 1.29e-07 │ 4.442 5.863 │ │ 14 │ f(x)= 7.9344 │ 9.54e-08 │ 2.604 5.33 │ │ 15 │ f(x)= 7.5698 │ 8.64e-08 │ 2.521 5.048 │ │ 16 │ f(x)= 7.5498 │ 2.22e-08 │ 2.934 4.616 │ │ 17 │ f(x)= 7.4841 │ 1.98e-08 │ 2.894 4.59 │ │ 18 │ f(x)= 7.4563 │ 1.59e-08 │ 2.958 4.498 │ │ 19 │ f(x)= 7.3577 │ 1.14e-08 │ 2.862 4.496 │ │ 20 │ f(x)= 7.3385 │ 7.56e-09 │ 2.857 4.482 │ │ 21 │ f(x)= 7.3376 │ 2.51e-09 │ 2.855 4.483 │ │ 22 │ f(x)= 7.34 │ 1.37e-09 │ 2.858 4.482 │ │ 23 │ f(x)= 7.3403 │ 2.24e-09 │ 2.858 4.483 │ │ 24 │ f(x)= 7.3399 │ 2.28e-09 │ 2.857 4.483 │ │ 25 │ f(x)= 7.3397 │ 2.31e-09 │ 2.857 4.483 │ │ 26 │ f(x)= 7.3396 │ 2.33e-09 │ 2.857 4.483 │ │ 27 │ f(x)= 7.3396 │ 2.34e-09 │ 2.857 4.483 │ │ 28 │ f(x)= 7.3396 │ 2.35e-09 │ 2.857 4.483 │ │ 29 │ f(x)= 7.3396 │ 2.36e-09 │ 2.857 4.483 │ │ 30 │ f(x)= 7.3395 │ 2.36e-09 │ 2.857 4.483 │ │ 31 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 32 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 33 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 34 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 35 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 36 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 37 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 38 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 39 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ │ 40 │ f(x)= 7.3395 │ 2.37e-09 │ 2.857 4.483 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004614 Total Core solution elapsed time: 2.21782 Linear solver elapsed time: 1.99584 (90%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 20/31, alpha value: 5.0119e-15 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-29 │ │ 2 │ f(x)= 71514 │ 0.00025 │ 7.132e+04 199 │ │ 3 │ f(x)= 1195 │ 5e-06 │ 1195 0.03739 │ │ 4 │ f(x)= 2048.3 │ 1.46e-05 │ 2024 24.08 │ │ 5 │ f(x)= 360.35 │ 2.64e-06 │ 357.7 2.687 │ │ 6 │ f(x)= 325.84 │ 4.11e-06 │ 313.1 12.77 │ │ 7 │ f(x)= 119.09 │ 8.06e-07 │ 113.1 6.017 │ │ 8 │ f(x)= 95.44 │ 6.52e-07 │ 88.47 6.972 │ │ 9 │ f(x)= 56.855 │ 8e-07 │ 46.92 9.931 │ │ 10 │ f(x)= 39.071 │ 4.61e-07 │ 29.55 9.516 │ │ 11 │ f(x)= 24.564 │ 1.86e-07 │ 14.58 9.987 │ │ 12 │ f(x)= 21.157 │ 2e-07 │ 11.15 10.01 │ │ 13 │ f(x)= 15.703 │ 1.63e-07 │ 6.414 9.289 │ │ 14 │ f(x)= 13.315 │ 1.76e-07 │ 4.56 8.755 │ │ 15 │ f(x)= 12.983 │ 8.69e-08 │ 5.057 7.927 │ │ 16 │ f(x)= 13.11 │ 2.89e-08 │ 5.509 7.601 │ │ 17 │ f(x)= 12.992 │ 7.42e-08 │ 5.144 7.849 │ │ 18 │ f(x)= 12.988 │ 7.43e-08 │ 5.139 7.849 │ │ 19 │ f(x)= 12.988 │ 7.49e-08 │ 5.136 7.853 │ │ 20 │ f(x)= 12.991 │ 7.79e-08 │ 5.12 7.871 │ │ 21 │ f(x)= 12.991 │ 8.06e-08 │ 5.104 7.887 │ │ 22 │ f(x)= 12.99 │ 8.25e-08 │ 5.091 7.899 │ │ 23 │ f(x)= 12.991 │ 8.38e-08 │ 5.084 7.907 │ │ 24 │ f(x)= 12.99 │ 8.47e-08 │ 5.077 7.913 │ │ 25 │ f(x)= 12.991 │ 8.54e-08 │ 5.074 7.917 │ │ 26 │ f(x)= 12.99 │ 8.58e-08 │ 5.071 7.92 │ │ 27 │ f(x)= 12.99 │ 8.62e-08 │ 5.068 7.922 │ │ 28 │ f(x)= 12.989 │ 8.64e-08 │ 5.066 7.923 │ │ 29 │ f(x)= 12.989 │ 8.65e-08 │ 5.064 7.924 │ │ 30 │ f(x)= 12.988 │ 8.66e-08 │ 5.063 7.925 │ │ 31 │ f(x)= 12.988 │ 8.67e-08 │ 5.063 7.925 │ │ 32 │ f(x)= 12.988 │ 8.68e-08 │ 5.062 7.926 │ │ 33 │ f(x)= 12.988 │ 8.68e-08 │ 5.062 7.926 │ │ 34 │ f(x)= 12.988 │ 8.68e-08 │ 5.061 7.926 │ │ 35 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 36 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 37 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 38 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 39 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.926 │ │ 40 │ f(x)= 12.987 │ 8.69e-08 │ 5.061 7.927 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004583 Total Core solution elapsed time: 2.06735 Linear solver elapsed time: 1.856 (90%) Total elapsed time: 0 hrs 0 min 2 sec ------------------------------------------------------------ alpha iteration: 21/31, alpha value: 1e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-28 │ │ 2 │ f(x)= 71712 │ 0.000251 │ 7.132e+04 397.2 │ │ 3 │ f(x)= 1195.3 │ 4.99e-06 │ 1195 0.07421 │ │ 4 │ f(x)= 2034.2 │ 1.44e-05 │ 1998 36.28 │ │ 5 │ f(x)= 370.6 │ 2.67e-06 │ 366.8 3.796 │ │ 6 │ f(x)= 313.11 │ 3.94e-06 │ 296.6 16.48 │ │ 7 │ f(x)= 125.45 │ 7.9e-07 │ 117.9 7.531 │ │ 8 │ f(x)= 102.68 │ 6.55e-07 │ 93.8 8.884 │ │ 9 │ f(x)= 58.868 │ 7.4e-07 │ 44.27 14.59 │ │ 10 │ f(x)= 42.858 │ 3.92e-07 │ 28.75 14.11 │ │ 11 │ f(x)= 30.214 │ 2.06e-07 │ 15.55 14.66 │ │ 12 │ f(x)= 27.069 │ 2.27e-07 │ 12.64 14.43 │ │ 13 │ f(x)= 23.067 │ 2.36e-07 │ 8.939 14.13 │ │ 14 │ f(x)= 22.643 │ 1.56e-07 │ 9.7 12.94 │ │ 15 │ f(x)= 22.918 │ 7.35e-08 │ 10.63 12.29 │ │ 16 │ f(x)= 22.676 │ 1.41e-07 │ 9.84 12.84 │ │ 17 │ f(x)= 22.669 │ 1.41e-07 │ 9.832 12.84 │ │ 18 │ f(x)= 22.668 │ 1.42e-07 │ 9.826 12.84 │ │ 19 │ f(x)= 22.671 │ 1.45e-07 │ 9.804 12.87 │ │ 20 │ f(x)= 22.668 │ 1.48e-07 │ 9.778 12.89 │ │ 21 │ f(x)= 22.663 │ 1.51e-07 │ 9.757 12.91 │ │ 22 │ f(x)= 22.663 │ 1.52e-07 │ 9.746 12.92 │ │ 23 │ f(x)= 22.66 │ 1.53e-07 │ 9.736 12.92 │ │ 24 │ f(x)= 22.657 │ 1.54e-07 │ 9.727 12.93 │ │ 25 │ f(x)= 22.655 │ 1.54e-07 │ 9.721 12.93 │ │ 26 │ f(x)= 22.653 │ 1.55e-07 │ 9.716 12.94 │ │ 27 │ f(x)= 22.651 │ 1.55e-07 │ 9.713 12.94 │ │ 28 │ f(x)= 22.65 │ 1.55e-07 │ 9.71 12.94 │ │ 29 │ f(x)= 22.65 │ 1.55e-07 │ 9.709 12.94 │ │ 30 │ f(x)= 22.649 │ 1.56e-07 │ 9.707 12.94 │ │ 31 │ f(x)= 22.649 │ 1.56e-07 │ 9.707 12.94 │ │ 32 │ f(x)= 22.649 │ 1.56e-07 │ 9.706 12.94 │ │ 33 │ f(x)= 22.648 │ 1.56e-07 │ 9.706 12.94 │ │ 34 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 35 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 36 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 37 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 38 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 39 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ │ 40 │ f(x)= 22.648 │ 1.56e-07 │ 9.705 12.94 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004643 Total Core solution elapsed time: 1.94845 Linear solver elapsed time: 1.74601 (90%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 22/31, alpha value: 1.9953e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 3.374e-28 │ │ 2 │ f(x)= 72108 │ 0.000253 │ 7.132e+04 792.4 │ │ 3 │ f(x)= 1195.9 │ 4.97e-06 │ 1196 0.1465 │ │ 4 │ f(x)= 2249.2 │ 1.52e-05 │ 2170 78.89 │ │ 5 │ f(x)= 455.91 │ 3.14e-06 │ 450.1 5.763 │ │ 6 │ f(x)= 537.82 │ 6.68e-06 │ 467.6 70.18 │ │ 7 │ f(x)= 174.46 │ 1.51e-06 │ 160.5 14 │ │ 8 │ f(x)= 144.68 │ 1.36e-06 │ 130.8 13.91 │ │ 9 │ f(x)= 115.64 │ 8.91e-07 │ 102.3 13.33 │ │ 10 │ f(x)= 61.962 │ 4.33e-07 │ 39.9 22.06 │ │ 11 │ f(x)= 53.493 │ 9.28e-07 │ 28.45 25.04 │ │ 12 │ f(x)= 49.873 │ 3.75e-07 │ 28.32 21.56 │ │ 13 │ f(x)= 46.699 │ 2.3e-07 │ 26.23 20.47 │ │ 14 │ f(x)= 43.816 │ 2.46e-07 │ 24.24 19.57 │ │ 15 │ f(x)= 40.609 │ 1.99e-07 │ 21.69 18.92 │ │ 16 │ f(x)= 39.455 │ 4.62e-07 │ 20 19.45 │ │ 17 │ f(x)= 38.82 │ 8.48e-08 │ 20.27 18.55 │ │ 18 │ f(x)= 38.667 │ 5.97e-08 │ 20.08 18.58 │ │ 19 │ f(x)= 38.202 │ 5.57e-08 │ 19.58 18.62 │ │ 20 │ f(x)= 37.955 │ 1.12e-07 │ 19.18 18.77 │ │ 21 │ f(x)= 37.924 │ 2.27e-08 │ 19.24 18.69 │ │ 22 │ f(x)= 37.924 │ 1.12e-08 │ 19.25 18.67 │ │ 23 │ f(x)= 37.924 │ 1.93e-08 │ 19.24 18.68 │ │ 24 │ f(x)= 37.884 │ 8.41e-09 │ 19.18 18.7 │ │ 25 │ f(x)= 37.89 │ 6.51e-09 │ 19.2 18.69 │ │ 26 │ f(x)= 37.883 │ 7.86e-09 │ 19.18 18.7 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004578 Total Core solution elapsed time: 1.90373 Linear solver elapsed time: 1.72905 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 23/31, alpha value: 3.9811e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.733e-28 │ │ 2 │ f(x)= 72896 │ 0.000256 │ 7.132e+04 1581 │ │ 3 │ f(x)= 1197 │ 4.93e-06 │ 1197 0.2863 │ │ 4 │ f(x)= 1854.5 │ 1.38e-05 │ 1744 110.7 │ │ 5 │ f(x)= 363.81 │ 2.86e-06 │ 350.1 13.7 │ │ 6 │ f(x)= 554.86 │ 9.89e-06 │ 387.8 167 │ │ 7 │ f(x)= 223.29 │ 1.96e-06 │ 207.5 15.8 │ │ 8 │ f(x)= 189.12 │ 1.58e-06 │ 172.7 16.37 │ │ 9 │ f(x)= 158.91 │ 1.06e-06 │ 144.4 14.47 │ │ 10 │ f(x)= 100.33 │ 8.39e-07 │ 76.79 23.54 │ │ 11 │ f(x)= 89.996 │ 2.69e-06 │ 43.01 46.99 │ │ 12 │ f(x)= 81.884 │ 5.22e-07 │ 54.14 27.74 │ │ 13 │ f(x)= 80.243 │ 3.75e-07 │ 53.47 26.78 │ │ 14 │ f(x)= 74.268 │ 3.9e-07 │ 48.44 25.83 │ │ 15 │ f(x)= 71.276 │ 5e-07 │ 45.88 25.4 │ │ 16 │ f(x)= 67.8 │ 2.32e-07 │ 42.17 25.63 │ │ 17 │ f(x)= 66.774 │ 1.68e-07 │ 41.44 25.34 │ │ 18 │ f(x)= 65.473 │ 1.77e-07 │ 40.26 25.21 │ │ 19 │ f(x)= 64.258 │ 2.01e-07 │ 38.77 25.49 │ │ 20 │ f(x)= 63.946 │ 7.84e-08 │ 38.49 25.45 │ │ 21 │ f(x)= 63.789 │ 5.39e-08 │ 38.34 25.45 │ │ 22 │ f(x)= 63.627 │ 4.51e-08 │ 38.15 25.48 │ │ 23 │ f(x)= 63.534 │ 9.03e-08 │ 38.06 25.48 │ │ 24 │ f(x)= 63.523 │ 1.4e-08 │ 38.08 25.44 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004745 Total Core solution elapsed time: 1.92884 Linear solver elapsed time: 1.75305 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 24/31, alpha value: 7.9433e-14 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.343e-27 │ │ 2 │ f(x)= 74470 │ 0.000264 │ 7.132e+04 3155 │ │ 3 │ f(x)= 1199.2 │ 4.87e-06 │ 1199 0.5484 │ │ 4 │ f(x)= 774.16 │ 9.13e-06 │ 660 114.1 │ │ 5 │ f(x)= 335.5 │ 8.34e-06 │ 254.7 80.77 │ │ 6 │ f(x)= 270.28 │ 4.66e-06 │ 239.5 30.82 │ │ 7 │ f(x)= 206.2 │ 1.18e-06 │ 188.9 17.28 │ │ 8 │ f(x)= 191.31 │ 1.14e-06 │ 173.2 18.06 │ │ 9 │ f(x)= 160.85 │ 1.43e-06 │ 142.6 18.3 │ │ 10 │ f(x)= 146.16 │ 4.31e-06 │ 99.12 47.04 │ │ 11 │ f(x)= 123.96 │ 7.27e-07 │ 98.56 25.39 │ │ 12 │ f(x)= 120.61 │ 4.9e-07 │ 95.68 24.94 │ │ 13 │ f(x)= 114.64 │ 5.39e-07 │ 88.28 26.36 │ │ 14 │ f(x)= 108.99 │ 1.14e-06 │ 79.71 29.28 │ │ 15 │ f(x)= 106.18 │ 4.61e-07 │ 77.69 28.49 │ │ 16 │ f(x)= 104.33 │ 3.08e-07 │ 75.91 28.42 │ │ 17 │ f(x)= 102.8 │ 2.8e-07 │ 74.24 28.56 │ │ 18 │ f(x)= 100.88 │ 7.13e-07 │ 71.33 29.54 │ │ 19 │ f(x)= 100.39 │ 1.43e-07 │ 71.32 29.06 │ │ 20 │ f(x)= 100.22 │ 9.97e-08 │ 71.18 29.04 │ │ 21 │ f(x)= 99.68 │ 1.09e-07 │ 70.62 29.06 │ │ 22 │ f(x)= 99.264 │ 1.07e-07 │ 70.31 28.95 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004557 Total Core solution elapsed time: 1.69059 Linear solver elapsed time: 1.53393 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 25/31, alpha value: 1.5849e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.68e-27 │ │ 2 │ f(x)= 77610 │ 0.000284 │ 7.132e+04 6294 │ │ 3 │ f(x)= 1203.3 │ 4.8e-06 │ 1202 1.011 │ │ 4 │ f(x)= 328.68 │ 7.4e-06 │ 219 109.7 │ │ 5 │ f(x)= 455.44 │ 2.08e-05 │ 199.6 255.9 │ │ 6 │ f(x)= 286.08 │ 6.46e-06 │ 212.1 74.02 │ │ 7 │ f(x)= 277 │ 2.54e-06 │ 245.8 31.22 │ │ 8 │ f(x)= 237.11 │ 1.81e-06 │ 210.7 26.39 │ │ 9 │ f(x)= 193.38 │ 2.74e-06 │ 169.3 24.07 │ │ 10 │ f(x)= 187.1 │ 5.3e-06 │ 148.9 38.24 │ │ 11 │ f(x)= 174.07 │ 1.18e-06 │ 154.4 19.67 │ │ 12 │ f(x)= 170.97 │ 8.01e-07 │ 152.1 18.82 │ │ 13 │ f(x)= 163.81 │ 8.7e-07 │ 144.1 19.71 │ │ 14 │ f(x)= 157.24 │ 1.22e-06 │ 135.7 21.52 │ │ 15 │ f(x)= 148.14 │ 7.94e-07 │ 123.2 24.92 │ │ 16 │ f(x)= 143.35 │ 5.68e-07 │ 117.6 25.77 │ │ 17 │ f(x)= 140.07 │ 1.07e-06 │ 112.6 27.46 │ │ 18 │ f(x)= 139.75 │ 2.69e-07 │ 113.4 26.3 │ │ 19 │ f(x)= 139.78 │ 1.65e-07 │ 113.7 26.09 │ │ 20 │ f(x)= 139.77 │ 2.48e-07 │ 113.5 26.26 │ │ 21 │ f(x)= 139.76 │ 2.49e-07 │ 113.5 26.26 │ │ 22 │ f(x)= 139.76 │ 2.5e-07 │ 113.5 26.26 │ │ 23 │ f(x)= 139.76 │ 2.54e-07 │ 113.5 26.27 │ │ 24 │ f(x)= 139.77 │ 2.59e-07 │ 113.5 26.28 │ │ 25 │ f(x)= 139.76 │ 2.62e-07 │ 113.5 26.28 │ │ 26 │ f(x)= 139.76 │ 2.64e-07 │ 113.5 26.29 │ │ 27 │ f(x)= 139.76 │ 2.66e-07 │ 113.5 26.29 │ │ 28 │ f(x)= 139.76 │ 2.67e-07 │ 113.5 26.29 │ │ 29 │ f(x)= 139.76 │ 2.68e-07 │ 113.5 26.29 │ │ 30 │ f(x)= 139.76 │ 2.68e-07 │ 113.5 26.29 │ │ 31 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 32 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 33 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 34 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 35 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 36 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 37 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 38 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 39 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ │ 40 │ f(x)= 139.76 │ 2.69e-07 │ 113.5 26.3 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of function calls exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004413 Total Core solution elapsed time: 1.87909 Linear solver elapsed time: 1.68337 (90%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 26/31, alpha value: 3.1623e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 5.348e-27 │ │ 2 │ f(x)= 83874 │ 0.000334 │ 7.132e+04 1.256e+04 │ │ 3 │ f(x)= 1210.5 │ 4.8e-06 │ 1209 1.738 │ │ 4 │ f(x)= 506.75 │ 8.9e-06 │ 419.4 87.32 │ │ 5 │ f(x)= 446.42 │ 2.49e-05 │ 213.4 233 │ │ 6 │ f(x)= 316.22 │ 4.77e-06 │ 254.4 61.87 │ │ 7 │ f(x)= 299.43 │ 3.25e-06 │ 247.9 51.51 │ │ 8 │ f(x)= 256.47 │ 4.06e-06 │ 217.7 38.8 │ │ 9 │ f(x)= 228.37 │ 3.74e-06 │ 200.6 27.73 │ │ 10 │ f(x)= 232.34 │ 1.11e-05 │ 178.1 54.26 │ │ 11 │ f(x)= 214.17 │ 5.78e-06 │ 185.7 28.42 │ │ 12 │ f(x)= 202.2 │ 1.36e-06 │ 182.1 20.1 │ │ 13 │ f(x)= 200.37 │ 1.11e-06 │ 181.6 18.78 │ │ 14 │ f(x)= 196.33 │ 1.34e-06 │ 178.7 17.63 │ │ 15 │ f(x)= 190.45 │ 2.51e-06 │ 172.3 18.18 │ │ 16 │ f(x)= 184.77 │ 1.4e-06 │ 167.3 17.49 │ │ 17 │ f(x)= 178.36 │ 9.27e-07 │ 160.4 17.98 │ │ 18 │ f(x)= 175.09 │ 1.26e-06 │ 156.2 18.94 │ │ 19 │ f(x)= 173.88 │ 4.34e-07 │ 155 18.85 │ │ 20 │ f(x)= 173.88 │ 2.46e-07 │ 155.3 18.57 │ │ 21 │ f(x)= 173.87 │ 3.74e-07 │ 155.1 18.77 │ │ 22 │ f(x)= 173.74 │ 1.92e-07 │ 155.3 18.43 │ │ 23 │ f(x)= 173.49 │ 1.73e-07 │ 154.9 18.56 │ │ 24 │ f(x)= 173.28 │ 7.69e-08 │ 154.6 18.63 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004863 Total Core solution elapsed time: 1.75905 Linear solver elapsed time: 1.59787 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 27/31, alpha value: 6.3096e-13 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.067e-26 │ │ 2 │ f(x)= 96374 │ 0.000463 │ 7.132e+04 2.506e+04 │ │ 3 │ f(x)= 1220.7 │ 5.17e-06 │ 1218 2.747 │ │ 4 │ f(x)= 803.79 │ 1.05e-05 │ 746.4 57.41 │ │ 5 │ f(x)= 486.58 │ 2.52e-05 │ 311.5 175 │ │ 6 │ f(x)= 404.52 │ 7.55e-06 │ 309.5 95.03 │ │ 7 │ f(x)= 391.83 │ 5.62e-06 │ 320.6 71.25 │ │ 8 │ f(x)= 334.87 │ 6.84e-06 │ 275.2 59.65 │ │ 9 │ f(x)= 267.47 │ 6.44e-06 │ 228.2 39.3 │ │ 10 │ f(x)= 292.34 │ 2.26e-05 │ 197.7 94.63 │ │ 11 │ f(x)= 249.38 │ 9.38e-06 │ 210.2 39.18 │ │ 12 │ f(x)= 230.49 │ 2.77e-06 │ 202.3 28.19 │ │ 13 │ f(x)= 227.02 │ 1.92e-06 │ 202.1 24.94 │ │ 14 │ f(x)= 223.02 │ 2.08e-06 │ 200.6 22.4 │ │ 15 │ f(x)= 217.02 │ 3.26e-06 │ 198 19.04 │ │ 16 │ f(x)= 209.3 │ 2.61e-06 │ 193.8 15.52 │ │ 17 │ f(x)= 204 │ 1.75e-06 │ 191.3 12.74 │ │ 18 │ f(x)= 200.27 │ 2.3e-06 │ 188.7 11.54 │ │ 19 │ f(x)= 199.22 │ 1.16e-06 │ 188.3 10.88 │ │ 20 │ f(x)= 199.04 │ 4.76e-07 │ 188.4 10.68 │ │ 21 │ f(x)= 198.83 │ 2.83e-07 │ 188.2 10.66 │ │ 22 │ f(x)= 198.42 │ 2.33e-07 │ 187.7 10.73 │ │ 23 │ f(x)= 198.15 │ 3.63e-07 │ 187.3 10.88 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004778 Total Core solution elapsed time: 1.68808 Linear solver elapsed time: 1.53209 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 28/31, alpha value: 1.2589e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 2.129e-26 │ │ 2 │ f(x)=1.2131e+05 │ 0.000758 │ 7.132e+04 5e+04 │ │ 3 │ f(x)= 1223.5 │ 7.24e-06 │ 1218 5.481 │ │ 4 │ f(x)= 1022.5 │ 1.16e-05 │ 989.3 33.28 │ │ 5 │ f(x)= 683.56 │ 2.96e-05 │ 536.1 147.5 │ │ 6 │ f(x)= 577.58 │ 1.1e-05 │ 469.9 107.7 │ │ 7 │ f(x)= 549.24 │ 9.18e-06 │ 463.2 86.04 │ │ 8 │ f(x)= 458.84 │ 1.14e-05 │ 382.5 76.32 │ │ 9 │ f(x)= 338.95 │ 1.22e-05 │ 275.2 63.75 │ │ 10 │ f(x)= 353.31 │ 3.76e-05 │ 207.9 145.4 │ │ 11 │ f(x)= 296.66 │ 1.92e-05 │ 226.2 70.47 │ │ 12 │ f(x)= 264.73 │ 5.2e-06 │ 219.1 45.63 │ │ 13 │ f(x)= 259.17 │ 3.62e-06 │ 219.4 39.79 │ │ 14 │ f(x)= 252.24 │ 3.87e-06 │ 217.1 35.1 │ │ 15 │ f(x)= 242.18 │ 5.91e-06 │ 214 28.19 │ │ 16 │ f(x)= 230.92 │ 5.22e-06 │ 210.7 20.25 │ │ 17 │ f(x)= 222.89 │ 3.51e-06 │ 209.5 13.35 │ │ 18 │ f(x)= 216.54 │ 4.2e-06 │ 208.9 7.667 │ │ 19 │ f(x)= 215.18 │ 3.7e-06 │ 208.4 6.772 │ │ 20 │ f(x)= 214.25 │ 1.05e-06 │ 208.3 5.937 │ │ 21 │ f(x)= 214.02 │ 6.32e-07 │ 208.2 5.769 │ │ 22 │ f(x)= 213.56 │ 5.64e-07 │ 207.9 5.675 │ │ 23 │ f(x)= 213.21 │ 5.86e-07 │ 207.5 5.733 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.0045 Total Core solution elapsed time: 1.65999 Linear solver elapsed time: 1.50592 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 29/31, alpha value: 2.5119e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 4.248e-26 │ │ 2 │ f(x)=1.7108e+05 │ 0.00139 │ 7.132e+04 9.976e+04 │ │ 3 │ f(x)= 1228.9 │ 1.33e-05 │ 1218 10.94 │ │ 4 │ f(x)= 1151.7 │ 1.21e-05 │ 1134 17.99 │ │ 5 │ f(x)= 889.9 │ 1.67e-05 │ 813.2 76.67 │ │ 6 │ f(x)= 732.72 │ 3.17e-05 │ 597.5 135.2 │ │ 7 │ f(x)= 723.66 │ 1.49e-05 │ 637.5 86.12 │ │ 8 │ f(x)= 667.62 │ 1.09e-05 │ 600 67.66 │ │ 9 │ f(x)= 538.85 │ 1.7e-05 │ 469.4 69.44 │ │ 10 │ f(x)= 384.08 │ 1.72e-05 │ 314.4 69.7 │ │ 11 │ f(x)= 436.76 │ 6.77e-05 │ 213.5 223.2 │ │ 12 │ f(x)= 336.07 │ 3.16e-05 │ 241.6 94.42 │ │ 13 │ f(x)= 300.11 │ 7.93e-06 │ 236.9 63.19 │ │ 14 │ f(x)= 295.1 │ 5.57e-06 │ 238.9 56.17 │ │ 15 │ f(x)= 284.12 │ 7.87e-06 │ 235.9 48.22 │ │ 16 │ f(x)= 264.81 │ 1.15e-05 │ 228.6 36.18 │ │ 17 │ f(x)= 246.59 │ 1.85e-05 │ 219.9 26.72 │ │ 18 │ f(x)= 231.07 │ 6.7e-06 │ 219.5 11.56 │ │ 19 │ f(x)= 225.58 │ 3.84e-06 │ 219.1 6.499 │ │ 20 │ f(x)= 223.17 │ 2.84e-06 │ 218.8 4.384 │ │ 21 │ f(x)= 222.47 │ 4.84e-06 │ 218.5 3.95 │ │ 22 │ f(x)= 221.59 │ 1.02e-06 │ 218.4 3.145 │ │ 23 │ f(x)= 221.47 │ 6.48e-07 │ 218.4 3.085 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004565 Total Core solution elapsed time: 1.69798 Linear solver elapsed time: 1.53856 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 30/31, alpha value: 5.0119e-12 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 8.476e-26 │ │ 2 │ f(x)=2.7036e+05 │ 0.00266 │ 7.132e+04 1.99e+05 │ │ 3 │ f(x)= 1239.8 │ 2.67e-05 │ 1218 21.82 │ │ 4 │ f(x)= 1221.8 │ 1.25e-05 │ 1212 9.37 │ │ 5 │ f(x)= 1178 │ 9.84e-06 │ 1167 11.12 │ │ 6 │ f(x)= 1095.7 │ 1.57e-05 │ 1069 26.73 │ │ 7 │ f(x)= 964.08 │ 2.33e-05 │ 909.3 54.77 │ │ 8 │ f(x)= 763.52 │ 2.36e-05 │ 658.8 104.8 │ │ 9 │ f(x)= 633.85 │ 1.83e-05 │ 524.7 109.1 │ │ 10 │ f(x)= 463.52 │ 2.55e-05 │ 353.7 109.8 │ │ 11 │ f(x)= 416.05 │ 2.96e-05 │ 310.7 105.4 │ │ 12 │ f(x)= 405.46 │ 1.38e-05 │ 322.3 83.13 │ │ 13 │ f(x)= 387.64 │ 1.11e-05 │ 314.5 73.1 │ │ 14 │ f(x)= 360.09 │ 1.57e-05 │ 291.3 68.81 │ │ 15 │ f(x)= 309.28 │ 2.15e-05 │ 253.5 55.77 │ │ 16 │ f(x)= 273.31 │ 3.89e-05 │ 223.8 49.52 │ │ 17 │ f(x)= 243.49 │ 1.36e-05 │ 224.4 19.05 │ │ 18 │ f(x)= 233.58 │ 7.35e-06 │ 225.2 8.414 │ │ 19 │ f(x)= 229.03 │ 5.67e-06 │ 224.8 4.212 │ │ 20 │ f(x)= 227.95 │ 9.66e-06 │ 224.7 3.283 │ │ 21 │ f(x)= 226.31 │ 2.19e-06 │ 224.6 1.735 │ │ 22 │ f(x)= 226.05 │ 1.31e-06 │ 224.5 1.583 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004556 Total Core solution elapsed time: 1.59867 Linear solver elapsed time: 1.44903 (91%) Total elapsed time: 0 hrs 0 min 1 sec ------------------------------------------------------------ alpha iteration: 31/31, alpha value: 1e-11 ------------------------------------------------------------ uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 1.691e-25 │ │ 2 │ f(x)=4.6847e+05 │ 0.00522 │ 7.132e+04 3.972e+05 │ │ 3 │ f(x)= 1261.5 │ 5.43e-05 │ 1218 43.54 │ │ 4 │ f(x)= 1256.5 │ 1.26e-05 │ 1252 4.789 │ │ 5 │ f(x)= 1248.1 │ 8.31e-06 │ 1244 3.961 │ │ 6 │ f(x)= 1180.1 │ 1.62e-05 │ 1165 15.5 │ │ 7 │ f(x)= 1118.9 │ 2.31e-05 │ 1089 29.63 │ │ 8 │ f(x)= 1022.4 │ 2.22e-05 │ 971.7 50.7 │ │ 9 │ f(x)= 810.58 │ 5.55e-05 │ 690.7 119.9 │ │ 10 │ f(x)= 699.58 │ 2.22e-05 │ 592.2 107.4 │ │ 11 │ f(x)= 636.15 │ 1.96e-05 │ 543.5 92.63 │ │ 12 │ f(x)= 566.63 │ 2.29e-05 │ 473.1 93.57 │ │ 13 │ f(x)= 484.12 │ 5.7e-05 │ 356 128.1 │ │ 14 │ f(x)= 459.3 │ 2.05e-05 │ 368.1 91.21 │ │ 15 │ f(x)= 430.26 │ 1.96e-05 │ 353.5 76.79 │ │ 16 │ f(x)= 352.38 │ 3.2e-05 │ 294.1 58.27 │ │ 17 │ f(x)= 271.51 │ 3.78e-05 │ 240.9 30.61 │ │ 18 │ f(x)= 319.35 │ 9.28e-05 │ 243.6 75.75 │ │ 19 │ f(x)= 248.24 │ 3.35e-05 │ 229.5 18.74 │ │ 20 │ f(x)= 233.89 │ 1.12e-05 │ 228.4 5.526 │ │ 21 │ f(x)= 230.82 │ 5.51e-06 │ 228 2.773 │ │ 22 │ f(x)= 229.56 │ 5.42e-06 │ 227.8 1.782 │ │ 23 │ f(x)= 228.6 │ 7.33e-06 │ 227.4 1.24 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.004459 Total Core solution elapsed time: 1.72582 Linear solver elapsed time: 1.56559 (91%) Total elapsed time: 0 hrs 0 min 1 sec INFO: the outlog will look better if only md.verbose.control is turned on uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: ┌────┬─────────────────┬────────────┬────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼────────────────────────┤ │ 1 │ f(x)= 1293.7 │ 5.16e-06 │ 1294 6.765e-31 │ │ 2 │ f(x)= 71317 │ 0.000249 │ 7.132e+04 1.589 │ │ 3 │ f(x)= 1194.7 │ 5.01e-06 │ 1195 0.0003 │ │ 4 │ f(x)= 2641.8 │ 1.75e-05 │ 2641 0.526 │ │ 5 │ f(x)= 504.83 │ 3.4e-06 │ 504.8 0.03169 │ │ 6 │ f(x)= 740.58 │ 7.47e-06 │ 740.2 0.4202 │ │ 7 │ f(x)= 163.99 │ 1.4e-06 │ 163.9 0.1135 │ │ 8 │ f(x)= 112.02 │ 1.58e-06 │ 111.8 0.2567 │ │ 9 │ f(x)= 75.329 │ 6.95e-07 │ 75.1 0.2255 │ │ 10 │ f(x)= 51.339 │ 4.07e-07 │ 51.09 0.249 │ │ 11 │ f(x)= 26.737 │ 2.73e-07 │ 26.41 0.3316 │ │ 12 │ f(x)= 15.506 │ 1.64e-07 │ 15.16 0.347 │ │ 13 │ f(x)= 10.13 │ 1.15e-07 │ 9.793 0.3374 │ │ 14 │ f(x)= 6.0393 │ 9.7e-08 │ 5.705 0.3343 │ │ 15 │ f(x)= 2.7181 │ 9.13e-08 │ 2.372 0.3463 │ │ 16 │ f(x)= 1.9229 │ 3.89e-08 │ 1.594 0.3294 │ │ 17 │ f(x)= 1.548 │ 3.95e-08 │ 1.221 0.3274 │ │ 18 │ f(x)= 1.0957 │ 4.08e-08 │ 0.7833 0.3124 │ │ 19 │ f(x)= 0.72964 │ 1.74e-08 │ 0.4386 0.291 │ │ 20 │ f(x)= 0.65174 │ 1.27e-08 │ 0.3776 0.2742 │ │ 21 │ f(x)= 0.56945 │ 1.37e-08 │ 0.3102 0.2592 │ │ 22 │ f(x)= 0.40776 │ 1.27e-08 │ 0.1807 0.227 │ │ 23 │ f(x)= 0.35508 │ 1.94e-08 │ 0.1573 0.1977 │ │ 24 │ f(x)= 0.28474 │ 9.57e-09 │ 0.09248 0.1923 │ └────┴─────────────────┴────────────┴────────────────────────┘ Maximum number of iterations exceeded write lock file: FemModel initialization elapsed time: 0.004541 Total Core solution elapsed time: 2.23784 Linear solver elapsed time: 2.04019 (91%) Total elapsed time: 0 hrs 0 min 2 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Mesh +++ 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 Construction of a mesh from a given geometry Construction of a mesh from a given geometry Construction of a mesh from a given geometry Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 2587 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 1622 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 4550 SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Mesh +++ 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 Construction of a mesh from a given geometry Construction of a mesh from a given geometry Construction of a mesh from a given geometry Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 2587 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 1622 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 4550 SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Pig +++ 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 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 2075 Loading SeaRISE data from NetCDF Interpolating surface and ice base Constructing thickness Interpolating temperatures Loading velocities data from NetCDF Set observed velocities Set Pressure Construct ice rheological properties Interpolating surface mass balance Set geothermal heat flux Construct basal friction parameters Set boundary conditions boundary conditions for stressbalance model: spc set as observed velocities 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬──────────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼──────────────────────────────┤ │ 1 │ f(x)= 10553 │ 49.9 │ 1481 9071 3.153e-11│ │ 2 │ f(x)= 3074.6 │ 6.54 │ 59.58 3015 5.056e-10│ │ 3 │ f(x)= 2636.1 │ 5.27 │ 45.38 2591 6.23e-10│ │ 4 │ f(x)= 1451.8 │ 2.43 │ 17.34 1434 1.459e-09│ │ 5 │ f(x)= 913.05 │ 1.36 │ 7.811 905.2 2.589e-09│ │ 6 │ f(x)= 519.54 │ 0.681 │ 3.009 516.5 4.766e-09│ │ 7 │ f(x)= 300.11 │ 0.321 │ 1.582 298.5 8.128e-09│ │ 8 │ f(x)= 187.72 │ 0.181 │ 1.306 186.4 1.252e-08│ │ 9 │ f(x)= 185.22 │ 0.843 │ 1.484 183.7 1.736e-08│ │ 10 │ f(x)= 142.19 │ 0.164 │ 1.455 140.7 1.785e-08│ │ 11 │ f(x)= 137.81 │ 0.137 │ 1.484 136.3 1.83e-08│ │ 12 │ f(x)= 125.8 │ 0.0796 │ 1.535 124.3 2.039e-08│ │ 13 │ f(x)= 121.31 │ 0.0608 │ 1.518 119.8 2.132e-08│ │ 14 │ f(x)= 114.45 │ 0.057 │ 1.44 113 2.267e-08│ │ 15 │ f(x)= 110.88 │ 0.0557 │ 1.419 109.5 2.36e-08│ │ 16 │ f(x)= 108.01 │ 0.0509 │ 1.389 106.6 2.419e-08│ │ 17 │ f(x)= 105.92 │ 0.0371 │ 1.368 104.6 2.483e-08│ │ 18 │ f(x)= 104.32 │ 0.0319 │ 1.355 103 2.562e-08│ │ 19 │ f(x)= 102.04 │ 0.0404 │ 1.342 100.7 2.802e-08│ │ 20 │ f(x)= 101.22 │ 0.0607 │ 1.321 99.9 2.957e-08│ │ 21 │ f(x)= 100.39 │ 0.0737 │ 1.304 99.09 2.924e-08│ └────┴─────────────────┴────────────┴──────────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.011943 Total Core solution elapsed time: 2.67616 Linear solver elapsed time: 1.96975 (74%) Total elapsed time: 0 hrs 0 min 2 sec Extruding mesh Using HO Ice Flow Model uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.024714 Total Core solution elapsed time: 0.933247 Linear solver elapsed time: 0.615453 (66%) Total elapsed time: 0 hrs 0 min 0 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-Pig +++ 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 Construction of a mesh from a given geometry Anisotropic mesh adaptation new number of triangles = 2075 Loading SeaRISE data from NetCDF Interpolating surface and ice base Constructing thickness Interpolating temperatures Loading velocities data from NetCDF Set observed velocities Set Pressure Construct ice rheological properties Interpolating surface mass balance Set geothermal heat flux Construct basal friction parameters Set boundary conditions boundary conditions for stressbalance model: spc set as observed velocities 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: Initialize M1QN3 parameters Computing initial solution ┌────┬─────────────────┬────────────┬──────────────────────────────┐ │Iter│ Cost function │ Grad. norm │ List of contributions │ ├────┼─────────────────┼────────────┼──────────────────────────────┤ │ 1 │ f(x)= 10553 │ 49.9 │ 1481 9071 3.153e-11│ │ 2 │ f(x)= 3074.6 │ 6.54 │ 59.58 3015 5.056e-10│ │ 3 │ f(x)= 2636.1 │ 5.27 │ 45.38 2591 6.23e-10│ │ 4 │ f(x)= 1451.8 │ 2.43 │ 17.34 1434 1.459e-09│ │ 5 │ f(x)= 913.05 │ 1.36 │ 7.811 905.2 2.589e-09│ │ 6 │ f(x)= 519.54 │ 0.681 │ 3.009 516.5 4.766e-09│ │ 7 │ f(x)= 300.11 │ 0.321 │ 1.582 298.5 8.128e-09│ │ 8 │ f(x)= 187.72 │ 0.181 │ 1.306 186.4 1.252e-08│ │ 9 │ f(x)= 185.22 │ 0.843 │ 1.484 183.7 1.736e-08│ │ 10 │ f(x)= 142.19 │ 0.164 │ 1.455 140.7 1.785e-08│ │ 11 │ f(x)= 137.81 │ 0.137 │ 1.484 136.3 1.83e-08│ │ 12 │ f(x)= 125.8 │ 0.0796 │ 1.535 124.3 2.039e-08│ │ 13 │ f(x)= 121.31 │ 0.0608 │ 1.518 119.8 2.132e-08│ │ 14 │ f(x)= 114.45 │ 0.057 │ 1.44 113 2.267e-08│ │ 15 │ f(x)= 110.88 │ 0.0557 │ 1.419 109.5 2.36e-08│ │ 16 │ f(x)= 108.01 │ 0.0509 │ 1.389 106.6 2.419e-08│ │ 17 │ f(x)= 105.92 │ 0.0371 │ 1.368 104.6 2.483e-08│ │ 18 │ f(x)= 104.32 │ 0.0319 │ 1.355 103 2.562e-08│ │ 19 │ f(x)= 102.04 │ 0.0404 │ 1.342 100.7 2.802e-08│ │ 20 │ f(x)= 101.22 │ 0.0607 │ 1.321 99.9 2.957e-08│ │ 21 │ f(x)= 100.39 │ 0.0737 │ 1.304 99.09 2.924e-08│ └────┴─────────────────┴────────────┴──────────────────────────────┘ Maximum number of iterations exceeded preparing final solution write lock file: FemModel initialization elapsed time: 0.011943 Total Core solution elapsed time: 2.67616 Linear solver elapsed time: 1.96975 (74%) Total elapsed time: 0 hrs 0 min 2 sec Extruding mesh Using HO Ice Flow Model uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.024714 Total Core solution elapsed time: 0.933247 Linear solver elapsed time: 0.615453 (66%) Total elapsed time: 0 hrs 0 min 0 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-PigSensitivity +++ 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011738 Total Core solution elapsed time: 4.27839 Linear solver elapsed time: 2.92994 (68%) Total elapsed time: 0 hrs 0 min 4 sec uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011328 Total Core solution elapsed time: 4.28184 Linear solver elapsed time: 2.93203 (68%) Total elapsed time: 0 hrs 0 min 4 sec NOTE: using observed velocities to create constraints along new boundary boundary conditions for stressbalance model: spc set as observed velocities uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011481 Total Core solution elapsed time: 4.28604 Linear solver elapsed time: 2.92439 (68%) Total elapsed time: 0 hrs 0 min 4 sec uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.01116 Total Core solution elapsed time: 4.28997 Linear solver elapsed time: 2.93967 (69%) Total elapsed time: 0 hrs 0 min 4 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-PigSensitivity +++ 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 uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011738 Total Core solution elapsed time: 4.27839 Linear solver elapsed time: 2.92994 (68%) Total elapsed time: 0 hrs 0 min 4 sec uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011328 Total Core solution elapsed time: 4.28184 Linear solver elapsed time: 2.93203 (68%) Total elapsed time: 0 hrs 0 min 4 sec NOTE: using observed velocities to create constraints along new boundary boundary conditions for stressbalance model: spc set as observed velocities uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.011481 Total Core solution elapsed time: 4.28604 Linear solver elapsed time: 2.92439 (68%) Total elapsed time: 0 hrs 0 min 4 sec uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: write lock file: FemModel initialization elapsed time: 0.01116 Total Core solution elapsed time: 4.28997 Linear solver elapsed time: 2.93967 (69%) Total elapsed time: 0 hrs 0 min 4 sec SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-SquareIceShelf +++ 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 creating thickness creating drag initial velocity creating flow law parameter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.003985 Total Core solution elapsed time: 0.127582 Linear solver elapsed time: 0.116903 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster SUCCESS +++ exit code: 0 +++ error: 0 +++ Running case: Example-SquareIceShelf +++ 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 creating thickness creating drag initial velocity creating flow law parameter creating boundary conditions 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 checking model consistency marshalling file Square.bin uploading input file and queuing script launching solution sequence on remote cluster Ice-sheet and Sea-level System Model (ISSM) version 4.24 (website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/) call computational core: computing new velocity write lock file: FemModel initialization elapsed time: 0.003985 Total Core solution elapsed time: 0.127582 Linear solver elapsed time: 0.116903 (92%) Total elapsed time: 0 hrs 0 min 0 sec loading results from cluster SUCCESS +++ exit code: 0 +++ error: 0 Recording test results Finished: SUCCESS