bdefleurian Hello, I just see your paper named"A modeling study of runoff variability ..." in JGR 2016 year.
I run Double Continuum model and get the effective pressure in test333.m
%Test Name: SquareSheetHydrologyDCTwoLayers
md=triangle(model(),'Square.exp',100000.);
md=setmask(md,'','');
md=parameterize(md,'IceCube.par');
md.transient=deactivateall(md.transient);
md.transient.ishydrology=1;
md.transient.issmb=1;
md.transient.isstressbalance=1; %%
md=setflowequation(md,'SSA','all');
md.cluster=generic('name',oshostname(),'np',1);
md.hydrology=(hydrologydc);
md.hydrology=initialize(md.hydrology,md);
md.hydrology.isefficientlayer=1;
md.hydrology.sedimentlimit_flag=1;
md.hydrology.sedimentlimit=800.0;
md.initialization.sediment_head=0.0*ones(md.mesh.numberofvertices,1);
md.hydrology.spcsediment_head=NaN*ones(md.mesh.numberofvertices,1);
md.basalforcings.groundedice_melting_rate = 2.0*ones(md.mesh.numberofvertices,1);
md.basalforcings.floatingice_melting_rate = 0.0*ones(md.mesh.numberofvertices,1);
md.hydrology.sediment_transmitivity=3*ones(md.mesh.numberofvertices,1);
md.hydrology.mask_thawed_node=ones(md.mesh.numberofvertices,1);
md.initialization.epl_head=0.0*ones(md.mesh.numberofvertices,1);
md.initialization.epl_thickness=1.0*ones(md.mesh.numberofvertices,1);
md.hydrology.spcepl_head=NaN*ones(md.mesh.numberofvertices,1);
md.hydrology.mask_eplactive_node=0*ones(md.mesh.numberofvertices,1);
md.hydrology.epl_conductivity=30;
md.hydrology.epl_initial_thickness=1;
md.hydrology.epl_thick_comp=1;
md.hydrology.epl_colapse_thickness=1.0e-3;
md.hydrology.epl_max_thickness=1;
md.hydrology.steps_per_step=10;
md.timestepping.time_step=2.0;
md.timestepping.final_time=2.0;
%md.verbose.solution=1;
md=solve(md,'Transient');
%re-run with no substeps
mdfine=md;
mdfine.results=struct();
mdfine.hydrology.steps_per_step=1;
mdfine.timestepping.time_step=0.2;
mdfine=solve(mdfine,'Transient');
%store=md.constants.g*md.hydrology.sediment_porosity*md.materials.rho_freshwater*((md.hydrology.sediment_compressibility/md.hydrology.sediment_porosity)+md.hydrology.water_compressibility);
%sedstore=20.0*store;
%for i=1:10
%diff=(mean(md.results.HydrologySolution(i).EplHead)*store+ ...
% mean(md.results.HydrologySolution(i).SedimentHead)*sedstore-0.4*i)
%end
%Fields and tolerances to track changes
field_names ={'SedimentWaterHead1','EplWaterHead1','SedimentHeadResidual1',...
'SedimentWaterHead4','EplWaterHead4','SedimentHeadResidual4',...
'SedimentWaterHead5','EplWaterHead5','SedimentHeadResidual5',...
'SedimentWaterHead9','EplWaterHead9','SedimentHeadResidual9',...
'EplWaterHead10'};
field_tolerances={...
1e-13, 1e-13, 1e-13,...
1e-13, 1e-13, 1e-13,...
1e-13, 5e-12, 1e-11,...
1e-13, 5e-12, 1e-11,...
1e-13};
field_values={mdfine.results.TransientSolution(1).SedimentHeadHydrostep, ...
mdfine.results.TransientSolution(1).EplHeadHydrostep,...
mdfine.results.TransientSolution(1).SedimentHeadResidual,...
mdfine.results.TransientSolution(4).SedimentHeadHydrostep,...
mdfine.results.TransientSolution(4).EplHeadHydrostep,...
mdfine.results.TransientSolution(4).SedimentHeadResidual, ...
mdfine.results.TransientSolution(5).SedimentHeadHydrostep,...
mdfine.results.TransientSolution(5).EplHeadHydrostep,...
mdfine.results.TransientSolution(5).SedimentHeadResidual, ...
mdfine.results.TransientSolution(9).SedimentHeadHydrostep,...
mdfine.results.TransientSolution(9).EplHeadHydrostep,...
mdfine.results.TransientSolution(9).SedimentHeadResidual,...
md.results.TransientSolution(1).EplHead};
How can I run the coupled the Double Continuum model ? Or I just implement the paper relationship between effective pressure and ice velocity. Could you send me some refer example to my email lidaan92@gmail.com