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This solver computes the flow of snow/firn material (i.e., porous incompressible ice) using the snow/firn law proposed by Gagliardini and Meyssonnier (1997). The material response is function of the relative density, which is a required input variable for this solver. The law depends on two function, <m>a(D)<\m> and b(D),
The required keywords in the SIF file for this solver are:
! This solves the depth underneath the free surface !-------------------------------------------------- Solver 1 Equation = "Flowdepth" Exec Solver = "Before Timestep" Procedure = File "Flowdepth" "FlowDepthSolver" Variable = String "Depth" Variable DOFs = 1 Linear System Solver = "Direct" Linear System Direct Method = "UMFPACK" ! this sets the direction ! -1 is negative z-direction (upside down) ! +1 is positive (downside up) Gradient = Real -1.0E00 ! switch that to True, if you want to have ! free surface gradients to be computed !------------------------------------ Calc Free Surface = Logical True ! the name for the exported (if not existing) added variable ! the gradients will be stored in variables with the base ! name given and "Grad1" and (in 3 dimensions) "Grad2" added, ! so in our case "FreeSurfGrad1" and "FreeSurfGrad2" ! again, if those variables did not exist, they will be ! automatically created !----------------------------------------------------------- Freesurf Name = String "FreeSurf" End ! This solves the height above the bedrock !------------------------------------------ Solver 2 Equation = "Flowheight" ! mind different name Exec Solver = "Before Timestep" Procedure = File "Flowdepth2" "FlowDepthSolver" ! make a copy of the original solver, to get a separate address space Variable = String "Height" ! mind different name for variable Variable DOFs = 1 Linear System Solver = "Direct" Linear System Direct Method = "UMFPACK" Gradient = Real 1.0E00 ! this time positive Calc Free Surface = Logical False End ! boundary at the free surface !----------------------------- Boundary Condition 1 ... Depth = Real 0.0 End ! boundary at bedrock !----------------------------- Boundary Condition 2 ... Height = Real 0.0 End ! internal boundary with ! no Dirichlet and neither ! the default Neumann condition !----------------------------- Boundary Condition 3 ... Skip Flowdepth = Logical True End
Download an example using the FlowDepth Solver. TODO
When used this solver can be cited using the following references:
TODO