{ "_class" : "hudson.tasks.junit.TestResult", "testActions" : [ ], "duration" : 0.0, "empty" : false, "failCount" : 2, "passCount" : 22, "skipCount" : 0, "suites" : [ { "cases" : [ { "testActions" : [ ], "age" : 0, "className" : "ISSM Test Suite", "duration" : 0.0, "errorDetails" : null, "errorStackTrace" : null, "failedSince" : 0, "flakyFailures" : [ ], "name" : "Example-AMR ERROR", "properties" : { }, "rerunFailures" : [ ], "skipped" : false, "skippedMessage" : null, "status" : "PASSED", "stderr" : null, "stdout" : "\u000a\u000a\u000a+++ Running case: Example-AMR \u000a+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog\u000a\u000a| < M A T L A B (R) >\u000a| Copyright 1984-2023 The MathWorks, Inc.\u000a| R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)\u000a| December 28, 2023\u000a\u000a| \u000a| To get started, type doc.\u000a| For product information, visit www.mathworks.com.\u000a| \u000a\u000a| ISSM development path correctly loaded\u000a\u000a| Step 1: Coarse mesh\u000a| Constr\u000a...[truncated 2062 chars]...\u000ay file mismip.outbin not found\u000a\u000a| This typically results from an error encountered during the simulation\u000a| Please check for error messages above or in the outlog\u000a| =========================================================================\u000a\u000a\u000a| Error in loadresultsfromcluster (line 48)\u000a| md=loadresultsfromdisk(md,d.miscellaneous.name '.outbin']);\u000a\u000a| Error in solve (line 210)\u000a| md=loadresultsfromcluster(md);\u000a\u000a| Error in runme (line 65)\u000a| \u0009md=solve(md,'Transient');FAILURE\u000a+++ exit code: 0\u000a\u000a " }, { "testActions" : [ ], "age" : 1, "className" : "ISSM Test Suite", "duration" : 0.0, "errorDetails" : "Script Error", "errorStackTrace" : "", "failedSince" : 1361, "flakyFailures" : [ ], "name" : "Example-AMR FAILURE", "properties" : { }, "rerunFailures" : [ ], "skipped" : false, "skippedMessage" : null, "status" : "FAILED", "stderr" : null, "stdout" : "\u000a\u000a\u000a+++ Running case: Example-AMR \u000a+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog\u000a\u000a| < M A T L A B (R) >\u000a| Copyright 1984-2023 The MathWorks, Inc.\u000a| R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)\u000a| December 28, 2023\u000a\u000a| \u000a| To get started, type doc.\u000a| For product information, visit www.mathworks.com.\u000a| \u000a\u000a| ISSM development path correctly loaded\u000a\u000a| Step 1: Coarse mesh\u000a| Construction of a mesh from a given geometry\u000a| Step 2: Parameterization\u000a| boundary conditions for stressbalance model: spc set as zero\u000a| no smb.mass_balance specified: values set as zero\u000a| no basalforcings.groundedice_melting_rate specified: values set as zero\u000a| no basalforcings.floatingice_melting_rate specified: values set as zero\u000a| no balancethickness.thickening_rate specified: values set as zero\u000a| no thermal boundary conditions created: no observed temperature found\u000a| Step 3: Solve!\u000a| checking model consistency\u000a| marshalling file /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-06-30-2026-05-13-28-32501/mismip.bin\u000a| launching solution sequence\u000a\u000a| ───────────────────────────────────────────────────────────────────\u000a| Ice-sheet and Sea-level System Model (ISSM) version 2026.2\u000a| GitHub: https://github.com/ISSMteam/ISSM/\u000a| Documentation: https://issmteam.github.io/ISSM-Documentation/\u000a| ───────────────────────────────────────────────────────────────────\u000a| call computational core:\u000a| iteration 1/500 time [yr]: 1.00 (time step: 1.00)\u000a| computing smb \u000a| computing new velocity\u000a| computing basal mass balance\u000a| computing mass transport\u000a\u000a| [0] ??? Error using ==> ./analyses/MasstransportAnalysis.cpp:720\u000a| [0] CreatePVectorCG error message: Assertion \"connectedtoocean_input\" failed, please report bug at https://github.com/ISSMteam/ISSM/\u000a\u000a\u000a| [1] ??? Error using ==> ./analyses/MasstransportAnalysis.cpp:720\u000a| [1] CreatePVectorCG error message: Assertion \"connectedtoocean_input\" failed, please report bug at https://github.com/ISSMteam/ISSM/\u000a\u000a| loading results from cluster\u000a| [Warning: Could not copy\u000a| /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-06-30-2026-05-13-28-32501//mismip.outbin] \u000a| [> In issmscpin (line 22)\u000a| In generic/Download (line 328)\u000a| In loadresultsfromcluster (line 45)\u000a| In solve (line 210)\u000a| In runme (line 65)] \u000a| Error using loadresultsfromdisk\u000a\u000a| =========================================================================\u000a| Binary file mismip.outbin not found\u000a\u000a| This typically results from an error encountered during the simulation\u000a| Please check for error messages above or in the outlog\u000a| =========================================================================\u000a\u000a\u000a| Error in loadresultsfromcluster (line 48)\u000a| md=loadresultsfromdisk(md,d.miscellaneous.name '.outbin']);\u000a\u000a| Error in solve (line 210)\u000a| md=loadresultsfromcluster(md);\u000a\u000a| Error in runme (line 65)\u000a| \u0009md=solve(md,'Transient');FAILURE\u000a+++ exit code: 0\u000a\u000a " }, { "testActions" : [ ], "age" : 0, "className" : "ISSM Test Suite", "duration" : 0.0, "errorDetails" : null, "errorStackTrace" : null, "failedSince" : 0, "flakyFailures" : [ ], "name" : "Example-EsaGRACE ERROR", "properties" : { }, "rerunFailures" : [ ], "skipped" : false, "skippedMessage" : null, "status" : "PASSED", "stderr" : null, "stdout" : "\u000a\u000a\u000a+++ Running case: Example-EsaGRACE \u000a+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog\u000a\u000a| < M A T L A B (R) >\u000a| Copyright 1984-2023 The MathWorks, Inc.\u000a| R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)\u000a| December 28, 2023\u000a\u000a| \u000a| To get started, type doc.\u000a| For product information, visit www.mathworks.com.\u000a| \u000a\u000a| ISSM development path correctly loaded\u000a\u000a| Step 1: Global mesh cre\u000a...[truncated 3660 chars]...\u000a:-ksp_type value: preonly source: code\u000a| Option left: name:-mat_mumps_icntl_14 value: 120 source: code\u000a| Option left: name:-mat_mumps_icntl_28 value: 2 source: code\u000a| Option left: name:-mat_mumps_icntl_29 value: 2 source: code\u000a| Option left: name:-mat_type value: mpiaij source: code\u000a| Option left: name:-pc_factor_mat_solver_type value: mumps source: code\u000a| Option left: name:-pc_type value: lu source: code\u000a| loading results from cluster\u000a| Step 5: Plot solutions\u000a| SUCCESS\u000a+++ exit code: 0\u000a\u000a " }, { "testActions" : [ ], "age" : 0, "className" : "ISSM Test Suite", "duration" : 0.0, "errorDetails" : null, "errorStackTrace" : null, "failedSince" : 0, "flakyFailures" : [ ], "name" : "Example-EsaGRACE FAILURE", "properties" : { }, "rerunFailures" : [ ], "skipped" : false, "skippedMessage" : null, "status" : "PASSED", "stderr" : null, "stdout" : "\u000a\u000a\u000a+++ Running case: Example-EsaGRACE \u000a+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog\u000a\u000a| < M A T L A B (R) >\u000a| Copyright 1984-2023 The MathWorks, Inc.\u000a| R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)\u000a| December 28, 2023\u000a\u000a| \u000a| To get started, type doc.\u000a| For product information, visit www.mathworks.com.\u000a| \u000a\u000a| ISSM development path correctly loaded\u000a\u000a| Step 1: Global mesh cre\u000a...[truncated 3660 chars]...\u000a:-ksp_type value: preonly source: code\u000a| Option left: name:-mat_mumps_icntl_14 value: 120 source: code\u000a| Option left: name:-mat_mumps_icntl_28 value: 2 source: code\u000a| Option left: name:-mat_mumps_icntl_29 value: 2 source: code\u000a| Option left: name:-mat_type value: mpiaij source: code\u000a| Option left: name:-pc_factor_mat_solver_type value: mumps source: code\u000a| Option left: name:-pc_type value: lu source: code\u000a| loading results from cluster\u000a| Step 5: Plot solutions\u000a| SUCCESS\u000a+++ exit code: 0\u000a\u000a " }, { "testActions" : [ ], "age" : 0, "className" : "ISSM Test Suite", "duration" : 0.0, "errorDetails" : null, "errorStackTrace" : null, "failedSince" : 0, "flakyFailures" : [ ], "name" : "Example-EsaWahr ERROR", "properties" : { }, "rerunFailures" : [ ], "skipped" : false, "skippedMessage" : null, "status" : "PASSED", "stderr" : null, "stdout" : "\u000a\u000a\u000a+++ Running case: Example-EsaWahr \u000a+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog\u000a\u000a| < M A T L A B (R) >\u000a| Copyright 1984-2023 The MathWorks, Inc.\u000a| R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)\u000a| December 28, 2023\u000a\u000a| \u000a| To get started, type doc.\u000a| For product information, visit www.mathworks.com.\u000a| \u000a\u000a| ISSM development path correctly loaded\u000a\u000a| Step 1: Mesh creation\u000a| \u000a...[truncated 2195 chars]...\u000amps_icntl_14 value: 120 source: code\u000a| Option left: name:-mat_mumps_icntl_28 value: 2 source: code\u000a| Option left: name:-mat_mumps_icntl_29 value: 2 source: code\u000a| Option left: name:-mat_type value: mpiaij source: code\u000a| Option left: name:-pc_factor_mat_solver_type value: mumps source: code\u000a| Option left: name:-pc_type value: lu source: code\u000a| loading results from cluster\u000a| Step 6: Plot solutions\u000a| Step 7: Compare results against Wahr semi-analytic solutions\u000a| SUCCESS\u000a+++ exit code: 0\u000a\u000a " }, { "testActions" : [ ], "age" : 0, "className" : "ISSM Test Suite", "duration" : 0.0, "errorDetails" : null, "errorStackTrace" : null, "failedSince" : 0, "flakyFailures" : [ ], "name" : "Example-EsaWahr FAILURE", "properties" : { }, "rerunFailures" : [ ], "skipped" : false, "skippedMessage" : null, "status" : "PASSED", "stderr" : null, "stdout" : "\u000a\u000a\u000a+++ Running case: Example-EsaWahr \u000a+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog\u000a\u000a| < M A T L A B (R) >\u000a| Copyright 1984-2023 The MathWorks, Inc.\u000a| R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)\u000a| December 28, 2023\u000a\u000a| \u000a| To get started, type doc.\u000a| For product information, visit www.mathworks.com.\u000a| \u000a\u000a| ISSM development path correctly loaded\u000a\u000a| Step 1: Mesh creation\u000a| \u000a...[truncated 2195 chars]...\u000amps_icntl_14 value: 120 source: code\u000a| Option left: name:-mat_mumps_icntl_28 value: 2 source: code\u000a| Option left: name:-mat_mumps_icntl_29 value: 2 source: code\u000a| Option left: name:-mat_type value: mpiaij source: code\u000a| Option left: name:-pc_factor_mat_solver_type value: mumps source: code\u000a| Option left: name:-pc_type value: lu source: code\u000a| loading results from cluster\u000a| Step 6: Plot solutions\u000a| Step 7: Compare results against Wahr semi-analytic solutions\u000a| SUCCESS\u000a+++ exit code: 0\u000a\u000a " }, { "testActions" : [ ], "age" : 0, "className" : "ISSM Test Suite", "duration" : 0.0, "errorDetails" : null, "errorStackTrace" : null, "failedSince" : 0, "flakyFailures" : [ ], "name" : "Example-Greenland ERROR", "properties" : { }, "rerunFailures" : [ ], "skipped" : false, "skippedMessage" : null, "status" : "PASSED", "stderr" : null, "stdout" : "\u000a\u000a\u000a+++ Running case: Example-Greenland \u000a+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog\u000a\u000a| < M A T L A B (R) >\u000a| Copyright 1984-2023 The MathWorks, Inc.\u000a| R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)\u000a| December 28, 2023\u000a\u000a| \u000a| To get started, type doc.\u000a| For product information, visit www.mathworks.com.\u000a| \u000a\u000a| ISSM development path correctly loaded\u000a\u000a| Step 1: Mesh creation\u000a\u000a...[truncated 23377 chars]...\u000aISEgreenland.outbin not found\u000a\u000a| This typically results from an error encountered during the simulation\u000a| Please check for error messages above or in the outlog\u000a| =========================================================================\u000a\u000a\u000a| Error in loadresultsfromcluster (line 48)\u000a| md=loadresultsfromdisk(md,d.miscellaneous.name '.outbin']);\u000a\u000a| Error in solve (line 210)\u000a| md=loadresultsfromcluster(md);\u000a\u000a| Error in runme (line 111)\u000a| \u0009md=solve(md,'Transient');FAILURE\u000a+++ exit code: 0\u000a\u000a " }, { "testActions" : [ ], "age" : 1, "className" : "ISSM Test Suite", "duration" : 0.0, "errorDetails" : "Script Error", "errorStackTrace" : "", "failedSince" : 1361, "flakyFailures" : [ ], "name" : "Example-Greenland FAILURE", "properties" : { }, "rerunFailures" : [ ], "skipped" : false, "skippedMessage" : null, "status" : "FAILED", "stderr" : null, "stdout" : "\u000a\u000a\u000a+++ Running case: Example-Greenland \u000a+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog\u000a\u000a| < M A T L A B (R) >\u000a| Copyright 1984-2023 The MathWorks, Inc.\u000a| R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)\u000a| December 28, 2023\u000a\u000a| \u000a| To get started, type doc.\u000a| For product information, visit www.mathworks.com.\u000a| \u000a\u000a| ISSM development path correctly loaded\u000a\u000a| Step 1: Mesh creation\u000a| Anisotropic mesh adaptation\u000a| WARNING: mesh present but no geometry found. Reconstructing...\u000a| new number of triangles = 6345\u000a| Step 2: Parameterization\u000a| Loading SeaRISE data from NetCDF\u000a| Interpolating surface and bedrock\u000a| Constructing thickness\u000a| Interpolating velocities \u000a| Interpolating temperatures\u000a| Interpolating surface mass balance\u000a| Construct basal friction parameters\u000a| Construct ice rheological properties\u000a| [Warning: paterson is outdated, please consider using cuffey instead] \u000a| [> In paterson (line 10)\u000a| In TemporaryParameterFile57804 (line 54)\u000a| In parameterize (line 29)\u000a| In runme (line 41)] \u000a| Set other boundary conditions\u000a| Set geothermal heat flux\u000a| Set Pressure\u000a| Single point constraints\u000a| Step 3: Control method friction\u000a| checking model consistency\u000a| INFO: the outlog will look better if only md.verbose.control is turned on\u000a| marshalling file /Users/jenkins/workspace/macOS-Intel-Examples//execution/SeaRISEgreenland-06-30-2026-05-17-52-57804/SeaRISEgreenland.bin\u000a| launching solution sequence\u000a\u000a| ───────────────────────────────────────────────────────────────────\u000a| Ice-sheet and Sea-level System Model (ISSM) version 2026.2\u000a| GitHub: https://github.com/ISSMteam/ISSM/\u000a| Documentation: https://issmteam.github.io/ISSM-Documentation/\u000a| ───────────────────────────────────────────────────────────────────\u000a| call computational core:\u000a| preparing initial solution\u000a\u000a| x | Cost function f(x) | List of contributions\u000a| ====================== step 1/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 59172.79 | 7092.887 52079.9 6.085212e-32\u000a| x = 1 | f(x) = 50954.87 | 3600.244 47354.58 0.04587451\u000a| ====================== step 2/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 50953.45 | 3598.809 47354.6 0.04587451\u000a| x = 1 | f(x) = 44978.74 | 2137.679 42840.82 0.2370654\u000a| ====================== step 3/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 44987.02 | 2146.197 42840.58 0.2370654\u000a| x = 1 | f(x) = 44425.8 | 2044.873 42380.66 0.2722667\u000a| ====================== step 4/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 44432.36 | 2051.851 42380.24 0.2722667\u000a| x = 1 | f(x) = 42775.97 | 1747.394 41028.16 0.4148691\u000a| ====================== step 5/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 42783.98 | 1756.726 41026.84 0.4148691\u000a| x = 1 | f(x) = 41876.1 | 1659.336 40216.23 0.5302616\u000a| ====================== step 6/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 41885.98 | 1670.347 40215.1 0.5302616\u000a| x = 1 | f(x) = 40869.39 | 1561.173 39307.52 0.6932322\u000a| ====================== step 7/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 40870.91 | 1563.273 39306.95 0.6932322\u000a| x = 1 | f(x) = 39697.76 | 1338.256 38358.58 0.9236775\u000a| ====================== step 8/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 39697.43 | 1338.655 38357.85 0.9236775\u000a| x = 1 | f(x) = 39040.22 | 1208.675 37830.47 1.071791\u000a| ====================== step 9/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 39039.49 | 1208.558 37829.86 1.071791\u000a| x = 1 | f(x) = 38556.09 | 1126.764 37428.13 1.191478\u000a| ====================== step 10/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 38552.98 | 1124.507 37427.28 1.191478\u000a| x = 1 | f(x) = 38121.56 | 1092.495 37027.74 1.3288\u000a| ====================== step 11/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 38122.77 | 1094.958 37026.49 1.3288\u000a| x = 1 | f(x) = 37729.41 | 1149.628 36578.29 1.493932\u000a| ====================== step 12/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 37740.46 | 1159.142 36579.82 1.493932\u000a| x = 1 | f(x) = 37487.92 | 1087.186 36399.14 1.592633\u000a| x = 0.381966 | f(x) = 37611.19 | 1112.303 36497.36 1.529775\u000a| x = 0.618034 | f(x) = 37561.1 | 1101.089 36458.46 1.55338\u000a| x = 0.763932 | f(x) = 37530.94 | 1093.798 36435.58 1.568476\u000a| x = 0.854102 | f(x) = 37512.65 | 1089.499 36421.58 1.577683\u000a| x = 0.90983 | f(x) = 37501.45 | 1086.979 36412.88 1.583344\u000a| ====================== step 13/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 37484.86 | 1084.592 36398.67 1.592633\u000a| x = 1 | f(x) = 37022.46 | 1018.285 36002.41 1.768007\u000a| ====================== step 14/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 37030.9 | 1026.085 36003.05 1.768007\u000a| x = 1 | f(x) = 36814.89 | 1058.135 35754.9 1.859438\u000a| x = 0.381966 | f(x) = 36898.13 | 989.5907 35906.74 1.799676\u000a| x = 0.618034 | f(x) = 36853.98 | 1003.884 35848.28 1.821225\u000a| x = 0.763932 | f(x) = 36838.62 | 1025.038 35811.75 1.835325\u000a| x = 0.937069 | f(x) = 36824.08 | 1052.478 35769.75 1.852853\u000a| x = 0.870937 | f(x) = 36839.21 | 1051.966 35785.4 1.846056\u000a| ====================== step 15/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 36824.8 | 1068.389 35754.55 1.859438\u000a| x = 1 | f(x) = 36559.07 | 954.0377 35603.09 1.936544\u000a| x = 0.381966 | f(x) = 36711.5 | 1017.403 35692.21 1.887487\u000a| x = 0.618034 | f(x) = 36653.71 | 995.7569 35656.05 1.905392\u000a| x = 0.763932 | f(x) = 36614.76 | 978.0481 35634.8 1.916939\u000a| x = 0.854102 | f(x) = 36589.85 | 965.9689 35621.95 1.92432\u000a| x = 0.90983 | f(x) = 36574.06 | 958.1749 35613.95 1.928974\u000a| ====================== step 16/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 36552.27 | 948.6767 35601.65 1.936544\u000a| x = 1 | f(x) = 36368.74 | 909.4905 35457.24 2.009954\u000a| x = 0.381966 | f(x) = 36450.66 | 912.2196 35536.48 1.964688\u000a| x = 0.618034 | f(x) = 36415.28 | 905.8741 35507.42 1.981913\u000a| x = 0.763932 | f(x) = 36394.68 | 904.2792 35488.41 1.992565\u000a| x = 0.854102 | f(x) = 36384.31 | 906.0028 35476.31 1.999281\u000a| x = 0.90983 | f(x) = 36379.73 | 908.9319 35468.79 2.003357\u000a| ====================== step 17/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 36373.34 | 914.7542 35456.58 2.009954\u000a| x = 1 | f(x) = 36229.12 | 957.6674 35269.34 2.111313\u000a| x = 0.381966 | f(x) = 36289.06 | 905.1848 35381.82 2.046875\u000a| x = 0.618034 | f(x) = 36257.86 | 916.5034 35339.28 2.070593\u000a| x = 0.763932 | f(x) = 36247.49 | 932.6872 35312.72 2.085785\u000a| x = 0.913021 | f(x) = 36239.38 | 951.6387 35285.64 2.101794\u000a| x = 0.856074 | f(x) = 36249.62 | 951.977 35295.55 2.095621\u000a| ====================== step 18/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 36238.23 | 966.1893 35269.93 2.111313\u000a| x = 1 | f(x) = 36005.81 | 893.306 35110.31 2.18899\u000a| x = 0.381966 | f(x) = 36142.54 | 929.6447 35210.76 2.139784\u000a| x = 0.618034 | f(x) = 36093.23 | 916.1558 35174.92 2.158128\u000a| x = 0.763932 | f(x) = 36058.58 | 905.5225 35150.89 2.16975\u000a| x = 0.854102 | f(x) = 36036.9 | 898.7214 35136 2.177043\u000a| x = 0.90983 | f(x) = 36023.73 | 894.6151 35126.93 2.18159\u000a| ====================== step 19/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 36005.22 | 890.2107 35112.82 2.18899\u000a| x = 1 | f(x) = 35868.42 | 869.9581 34996.18 2.287732\u000a| x = 0.381966 | f(x) = 35911.39 | 860.1821 35048.98 2.225541\u000a| x = 0.618034 | f(x) = 35893.04 | 858.0691 35032.72 2.249067\u000a| x = 0.763932 | f(x) = 35881.94 | 859.7353 35019.94 2.263658\u000a| x = 0.854102 | f(x) = 35877.04 | 863.763 35011.01 2.272799\u000a| x = 0.90983 | f(x) = 35875.47 | 868.0771 35005.11 2.278502\u000a| ====================== step 20/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35873.35 | 875.6681 34995.4 2.287732\u000a| x = 1 | f(x) = 35723.35 | 910.5513 34810.43 2.374027\u000a| x = 0.381966 | f(x) = 35789.66 | 860.5594 34926.79 2.319061\u000a| x = 0.618034 | f(x) = 35757.04 | 868.789 34885.91 2.339232\u000a| x = 0.763932 | f(x) = 35744.03 | 883.7317 34857.95 2.352231\u000a| x = 0.854102 | f(x) = 35739.94 | 897.5494 34840.03 2.360435\u000a| x = 0.930997 | f(x) = 35737.52 | 910.28 34824.87 2.367548\u000a| ====================== step 21/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35735.84 | 922.2347 34811.23 2.374027\u000a| x = 1 | f(x) = 35602.51 | 870.7784 34729.3 2.423398\u000a| x = 0.381966 | f(x) = 35668.82 | 880.0971 34786.33 2.391628\u000a| x = 0.618034 | f(x) = 35644.9 | 872.7159 34769.79 2.403223\u000a| x = 0.763932 | f(x) = 35629.08 | 870.0702 34756.6 2.410606\u000a| x = 0.854102 | f(x) = 35618.25 | 868.4465 34747.39 2.415368\u000a| x = 0.90983 | f(x) = 35610.89 | 867.4925 34740.98 2.418388\u000a| ====================== step 22/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35599.85 | 867.5045 34729.92 2.423398\u000a| x = 1 | f(x) = 35435.33 | 841.7746 34591.04 2.515761\u000a| x = 0.381966 | f(x) = 35503.09 | 830.83 34669.8 2.457304\u000a| x = 0.618034 | f(x) = 35463.09 | 825.8312 34634.77 2.479098\u000a| x = 0.763932 | f(x) = 35440.81 | 828.0732 34610.24 2.492898\u000a| x = 0.854102 | f(x) = 35432.56 | 834.5397 34595.51 2.501553\u000a| x = 0.90983 | f(x) = 35438.35 | 841.9242 34593.91 2.50695\u000a| ====================== step 23/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35439.26 | 840.4865 34596.27 2.501553\u000a| x = 1 | f(x) = 35377.76 | 827.9225 34547.29 2.55107\u000a| x = 0.381966 | f(x) = 35416.76 | 819.8319 34594.41 2.518729\u000a| x = 0.618034 | f(x) = 35399.79 | 819.4099 34577.85 2.530419\u000a| x = 0.763932 | f(x) = 35393.8 | 822.2266 34569.04 2.538053\u000a| x = 0.944313 | f(x) = 35386.99 | 828.3334 34556.1 2.547926\u000a| x = 0.875413 | f(x) = 35393.31 | 829.0398 34561.73 2.544098\u000a| ====================== step 24/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35389.05 | 833.3283 34553.17 2.55107\u000a| x = 1 | f(x) = 35252.08 | 814.3328 34435.09 2.649675\u000a| x = 0.381966 | f(x) = 35317.08 | 812.978 34501.52 2.588143\u000a| x = 0.618034 | f(x) = 35288.37 | 809.7173 34476.04 2.611631\u000a| x = 0.763932 | f(x) = 35271.33 | 809.3561 34459.34 2.626304\u000a| x = 0.854102 | f(x) = 35263.63 | 811.1878 34449.81 2.635229\u000a| x = 0.90983 | f(x) = 35260.58 | 813.8445 34444.09 2.640723\u000a| ====================== step 25/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35256.61 | 818.8748 34435.09 2.649675\u000a| x = 1 | f(x) = 35162.53 | 858.2923 34301.5 2.735676\u000a| x = 0.381966 | f(x) = 35180.62 | 812.9346 34365.01 2.680864\u000a| x = 0.618034 | f(x) = 35153.13 | 821.9691 34328.46 2.701321\u000a| x = 0.763932 | f(x) = 35158.4 | 837.054 34318.64 2.714146\u000a| x = 0.645763 | f(x) = 35167.63 | 833.394 34331.53 2.703727\u000a| x = 0.527864 | f(x) = 35170.22 | 824.2448 34343.28 2.693583\u000a| ====================== step 26/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35160.91 | 827.091 34331.12 2.701321\u000a| x = 1 | f(x) = 35121.46 | 799.6831 34319.05 2.727669\u000a| x = 0.381966 | f(x) = 35148.31 | 811.7235 34333.88 2.710518\u000a| x = 0.618034 | f(x) = 35139.87 | 807.5893 34329.56 2.716727\u000a| x = 0.763932 | f(x) = 35133.07 | 803.7521 34326.59 2.720776\u000a| x = 0.854102 | f(x) = 35127.96 | 801.0169 34324.22 2.723359\u000a| x = 0.90983 | f(x) = 35124.32 | 799.2107 34322.38 2.724986\u000a| ====================== step 27/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35118.96 | 797.3025 34318.93 2.727669\u000a| x = 1 | f(x) = 34992.01 | 809.2473 34179.93 2.832751\u000a| x = 0.381966 | f(x) = 35054.02 | 790.9422 34260.31 2.766228\u000a| x = 0.618034 | f(x) = 35029.18 | 793.4468 34232.94 2.790931\u000a| x = 0.763932 | f(x) = 35015.1 | 799.223 34213.07 2.806635\u000a| x = 0.854102 | f(x) = 35009.09 | 806.1057 34200.17 2.816507\u000a| x = 0.90983 | f(x) = 35007.38 | 812.598 34191.96 2.822672\u000a| ====================== step 28/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 35004.32 | 822.0413 34179.44 2.832751\u000a| x = 1 | f(x) = 34934.87 | 806.5674 34125.43 2.869513\u000a| x = 0.381966 | f(x) = 34947.17 | 786.7793 34157.54 2.846471\u000a| x = 0.618034 | f(x) = 34937.13 | 788.8927 34145.38 2.855048\u000a| x = 0.763932 | f(x) = 34935.7 | 795.0416 34137.8 2.860456\u000a| x = 0.748008 | f(x) = 34937.94 | 796.546 34138.54 2.859861\u000a| x = 0.854102 | f(x) = 34938.57 | 802.5726 34133.14 2.863862\u000a| ====================== step 29/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 34941.3 | 812.7678 34125.66 2.869513\u000a| x = 1 | f(x) = 34824.78 | 779.576 34042.26 2.935698\u000a| x = 0.381966 | f(x) = 34880.03 | 788.1485 34088.99 2.894439\u000a| x = 0.618034 | f(x) = 34858.6 | 784.1171 34071.57 2.91002\u000a| x = 0.763932 | f(x) = 34843.88 | 780.8715 34060.09 2.919804\u000a| x = 0.854102 | f(x) = 34835.32 | 779.3894 34053.01 2.925896\u000a| x = 0.90983 | f(x) = 34830.74 | 779.0445 34048.76 2.929623\u000a| ====================== step 30/30 ===============================\u000a| x = 0 | computing velocities\u000a| computing adjoint\u000a| saving results\u000a| f(x) = 34824.9 | 779.6846 34042.28 2.935698\u000a| x = 1 | f(x) = 34721.73 | 773.8226 33944.9 3.012811\u000a| x = 0.381966 | f(x) = 34777.78 | 771.9937 34002.82 2.964712\u000a| x = 0.618034 | f(x) = 34756.76 | 772.5218 33981.26 2.983082\u000a| x = 0.763932 | f(x) = 34743.45 | 772.8096 33967.65 2.994363\u000a| x = 0.854102 | f(x) = 34735.33 | 773.2066 33959.12 3.001402\u000a| x = 0.90983 | f(x) = 34730.47 | 773.6083 33953.86 3.005763\u000a| preparing final solution\u000a| computing new velocity\u000a| write lock file:\u000a\u000a| FemModel initialization elapsed time: 0.134429\u000a| Total Core solution elapsed time: 97.4304\u000a| Linear solver elapsed time: 58.3618 (60%)\u000a\u000a| Total elapsed time: 0 hrs 1 min 37 sec\u000a| loading results from cluster\u000a| Step 4: Transient run\u000a| checking model consistency\u000a| marshalling file /Users/jenkins/workspace/macOS-Intel-Examples//execution/SeaRISEgreenland-06-30-2026-05-19-39-57804/SeaRISEgreenland.bin\u000a| launching solution sequence\u000a\u000a| ───────────────────────────────────────────────────────────────────\u000a| Ice-sheet and Sea-level System Model (ISSM) version 2026.2\u000a| GitHub: https://github.com/ISSMteam/ISSM/\u000a| Documentation: https://issmteam.github.io/ISSM-Documentation/\u000a| ───────────────────────────────────────────────────────────────────\u000a| Input updates from constant\u000a| Input updates from constant\u000a| Renumbering degrees of freedom\u000a| Renumbering degrees of freedom\u000a| Renumbering degrees of freedom\u000a| Renumbering degrees of freedom\u000a| Renumbering degrees of freedom\u000a| Renumbering degrees of freedom\u000a| call computational core:\u000a| Updating Mmes\u000a| iteration 1/100 time [yr]: 0.20 (time step: 0.20)\u000a| computing smb \u000a| computing new velocity\u000a| Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2\u000a| Get solution from inputs\u000a| Reduce vector from g to f set\u000a| Input updates from constant\u000a| Updating inputs from solution for StressbalanceAnalysis\u000a| Allocating matrices (Kff stiffness matrix size: 7398 x 7398)\u000a| Assembling matrices\u000a| Create nodal constraints\u000a| Dirichlet lifting applied to load vector\u000a| Solving matrix system\u000a\u000a| solver residue: norm(KU-F)/norm(F)=2.05155e-16\u000a| Merging solution vector from fset to gset\u000a| checking convergence\u000a| mechanical equilibrium convergence criterion 41.3709 > 1 %\u000a| Convergence criterion: norm(du)/norm(u) 63.1692 > 10 %\u000a| Convergence criterion: max(du) 0.000157031\u000a| Input updates from constant\u000a| Updating inputs from solution for StressbalanceAnalysis\u000a| number of unstable constraints: 0\u000a| Allocating matrices (Kff stiffness matrix size: 7398 x 7398)\u000a| Assembling matrices\u000a| Create nodal constraints\u000a| Dirichlet lifting applied to load vector\u000a| Solving matrix system\u000a\u000a| solver residue: norm(KU-F)/norm(F)=2.08287e-16\u000a| Merging solution vector from fset to gset\u000a| checking convergence\u000a| mechanical equilibrium convergence criterion 3.67351 > 1 %\u000a| Convergence criterion: norm(du)/norm(u) 7.15747 < 10 %\u000a| Convergence criterion: max(du) 8.86618e-06\u000a| Input updates from constant\u000a| Updating inputs from solution for StressbalanceAnalysis\u000a| number of unstable constraints: 0\u000a| Allocating matrices (Kff stiffness matrix size: 7398 x 7398)\u000a| Assembling matrices\u000a| Create nodal constraints\u000a| Dirichlet lifting applied to load vector\u000a| Solving matrix system\u000a\u000a| solver residue: norm(KU-F)/norm(F)=2.21945e-16\u000a| Merging solution vector from fset to gset\u000a| checking convergence\u000a| mechanical equilibrium convergence criterion 1.10917 > 1 %\u000a| Convergence criterion: norm(du)/norm(u) 2.86495 < 10 %\u000a| Convergence criterion: max(du) 5.14918e-06\u000a| Input updates from constant\u000a| Updating inputs from solution for StressbalanceAnalysis\u000a| number of unstable constraints: 0\u000a| Allocating matrices (Kff stiffness matrix size: 7398 x 7398)\u000a| Assembling matrices\u000a| Create nodal constraints\u000a| Dirichlet lifting applied to load vector\u000a| Solving matrix system\u000a\u000a| solver residue: norm(KU-F)/norm(F)=2.01372e-16\u000a| Merging solution vector from fset to gset\u000a| checking convergence\u000a| mechanical equilibrium convergence criterion 0.445157 < 1 %\u000a| Convergence criterion: norm(du)/norm(u) 1.23492 < 10 %\u000a| Convergence criterion: max(du) 2.12087e-06\u000a| Input updates from constant\u000a| Updating inputs from solution for StressbalanceAnalysis\u000a| number of unstable constraints: 0\u000a\u000a| total number of iterations: 4\u000a| computing basal mass balance\u000a| computing mass transport\u000a| Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2\u000a| Allocating matrices\u000a| [1] ??? Error using ==> ./analyses/MasstransportAnalysis.cpp:720\u000a| [1] CreatePVectorCG error message: Assertion \"connectedtoocean_input\" failed, please report bug at https://github.com/ISSMteam/ISSM/\u000a\u000a| (Kff stiffness matrix size: 3699 x 3699)\u000a| Assembling matrices\u000a\u000a| [0] ??? Error using ==> ./analyses/MasstransportAnalysis.cpp:720\u000a| [0] CreatePVectorCG error message: Assertion \"connectedtoocean_input\" failed, please report bug at https://github.com/ISSMteam/ISSM/\u000a\u000a| loading results from cluster\u000a| [Warning: Could not copy\u000a| /Users/jenkins/workspace/macOS-Intel-Examples//execution/SeaRISEgreenland-06-30-2026-05-19-39-57804//SeaRISEgreenland.outbin] \u000a| [> In issmscpin (line 22)\u000a| In generic/Download (line 328)\u000a| In loadresultsfromcluster (line 45)\u000a| In solve (line 210)\u000a| In runme (line 111)] \u000a| Error using loadresultsfromdisk\u000a\u000a| =========================================================================\u000a| Binary file SeaRISEgreenland.outbin not found\u000a\u000a| This typically results from an error encountered during the simulation\u000a| Please check for error messages above or in the outlog\u000a| 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