Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 875/1000 time [yr]: 175.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 876/1000 time [yr]: 175.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 877/1000 time [yr]: 175.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 878/1000 time [yr]: 175.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 879/1000 time [yr]: 175.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 880/1000 time [yr]: 176.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 881/1000 time [yr]: 176.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 882/1000 time [yr]: 176.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 883/1000 time [yr]: 176.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 884/1000 time [yr]: 176.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 885/1000 time [yr]: 177.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 886/1000 time [yr]: 177.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 887/1000 time [yr]: 177.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 888/1000 time [yr]: 177.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 889/1000 time [yr]: 177.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 890/1000 time [yr]: 178.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 891/1000 time [yr]: 178.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 892/1000 time [yr]: 178.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 893/1000 time [yr]: 178.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 894/1000 time [yr]: 178.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 895/1000 time [yr]: 179.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 896/1000 time [yr]: 179.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 897/1000 time [yr]: 179.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 898/1000 time [yr]: 179.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 899/1000 time [yr]: 179.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 900/1000 time [yr]: 180.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 901/1000 time [yr]: 180.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 902/1000 time [yr]: 180.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 903/1000 time [yr]: 180.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 904/1000 time [yr]: 180.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 905/1000 time [yr]: 181.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 906/1000 time [yr]: 181.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 907/1000 time [yr]: 181.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 908/1000 time [yr]: 181.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 909/1000 time [yr]: 181.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 910/1000 time [yr]: 182.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 911/1000 time [yr]: 182.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 912/1000 time [yr]: 182.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 913/1000 time [yr]: 182.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 914/1000 time [yr]: 182.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 915/1000 time [yr]: 183.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 916/1000 time [yr]: 183.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 917/1000 time [yr]: 183.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 918/1000 time [yr]: 183.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 919/1000 time [yr]: 183.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 920/1000 time [yr]: 184.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 921/1000 time [yr]: 184.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 922/1000 time [yr]: 184.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 923/1000 time [yr]: 184.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 924/1000 time [yr]: 184.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 925/1000 time [yr]: 185.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 926/1000 time [yr]: 185.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 927/1000 time [yr]: 185.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 928/1000 time [yr]: 185.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 929/1000 time [yr]: 185.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 930/1000 time [yr]: 186.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 931/1000 time [yr]: 186.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 932/1000 time [yr]: 186.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 933/1000 time [yr]: 186.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 934/1000 time [yr]: 186.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 935/1000 time [yr]: 187.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 936/1000 time [yr]: 187.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 937/1000 time [yr]: 187.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 938/1000 time [yr]: 187.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 939/1000 time [yr]: 187.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 940/1000 time [yr]: 188.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 941/1000 time [yr]: 188.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 942/1000 time [yr]: 188.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 943/1000 time [yr]: 188.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 944/1000 time [yr]: 188.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 945/1000 time [yr]: 189.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 946/1000 time [yr]: 189.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 947/1000 time [yr]: 189.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 948/1000 time [yr]: 189.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 949/1000 time [yr]: 189.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 950/1000 time [yr]: 190.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 951/1000 time [yr]: 190.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 952/1000 time [yr]: 190.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 953/1000 time [yr]: 190.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 954/1000 time [yr]: 190.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 955/1000 time [yr]: 191.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 956/1000 time [yr]: 191.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 957/1000 time [yr]: 191.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 958/1000 time [yr]: 191.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 959/1000 time [yr]: 191.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 960/1000 time [yr]: 192.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 961/1000 time [yr]: 192.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 962/1000 time [yr]: 192.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 963/1000 time [yr]: 192.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 964/1000 time [yr]: 192.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 965/1000 time [yr]: 193.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 966/1000 time [yr]: 193.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 967/1000 time [yr]: 193.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 968/1000 time [yr]: 193.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 969/1000 time [yr]: 193.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 970/1000 time [yr]: 194.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 971/1000 time [yr]: 194.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 972/1000 time [yr]: 194.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 973/1000 time [yr]: 194.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 974/1000 time [yr]: 194.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 975/1000 time [yr]: 195.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 976/1000 time [yr]: 195.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 977/1000 time [yr]: 195.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 978/1000 time [yr]: 195.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 979/1000 time [yr]: 195.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 980/1000 time [yr]: 196.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 981/1000 time [yr]: 196.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 982/1000 time [yr]: 196.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 983/1000 time [yr]: 196.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 984/1000 time [yr]: 196.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 985/1000 time [yr]: 197.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 986/1000 time [yr]: 197.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 987/1000 time [yr]: 197.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 988/1000 time [yr]: 197.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 989/1000 time [yr]: 197.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 990/1000 time [yr]: 198.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 991/1000 time [yr]: 198.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 992/1000 time [yr]: 198.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 993/1000 time [yr]: 198.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 994/1000 time [yr]: 198.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 995/1000 time [yr]: 199.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
[92miteration 996/1000 time [yr]: 199.20[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 997/1000 time [yr]: 199.40[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 998/1000 time [yr]: 199.60[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 999/1000 time [yr]: 199.80[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
[92miteration 1000/1000 time [yr]: 200.00[m (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix 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: 0.182487
Total Core solution elapsed time: 549.488
Linear solver elapsed time: 326.442 (59%)
Total elapsed time: 0 hrs 9 min 9 sec
loading results from cluster
SUCCESS
+++ exit code: 0
+++ error: 0
Recording test results
Build step 'Publish JUnit test result report' changed build result to UNSTABLE
Finished: UNSTABLE
