Changeset 16758
- Timestamp:
- 11/14/13 09:56:17 (11 years ago)
- Location:
- issm/trunk-jpl/src/c
- Files:
-
- 2 edited
Legend:
- Unmodified
- Added
- Removed
-
issm/trunk-jpl/src/c/classes/Elements/Tria.cpp
r16756 r16758 7356 7356 /*If mask was alread one, keep one*/ 7357 7357 else if(old_active[i]>0.){ 7358 if(epl_thickness[i]>0.0){ 7359 vec_mask->SetValue(nodes[i]->Sid(),1.,INS_VAL); 7360 } 7361 else{ 7362 vec_mask->SetValue(nodes[i]->Sid(),0.,INS_VAL); 7363 } 7358 vec_mask->SetValue(nodes[i]->Sid(),1.,INS_VAL); 7359 } 7360 /*If epl thickness gets under 0, close the layer*/ 7361 else if(epl_thickness[i]<0.0){ 7362 vec_mask->SetValue(nodes[i]->Sid(),0.,INS_VAL); 7364 7363 } 7365 7364 /*Increase of the efficient system is needed if the epl head reach the maximum value (sediment max value for now)*/ -
issm/trunk-jpl/src/c/solutionsequences/solutionsequence_hydro_nonlinear.cpp
r16716 r16758 118 118 if(isefficientlayer){ 119 119 120 /*Start by retrieving the EPL head slopes*/121 /* if(VerboseSolution()) _printf0_("computing EPL Head slope...\n"); */122 /* femmodel->SetCurrentConfiguration(L2ProjectionEPLAnalysisEnum); */123 /* femmodel->parameters->SetParam(EplHeadSlopeXEnum,InputToL2ProjectEnum); */124 /* solutionsequence_linear(femmodel); */125 /* femmodel->parameters->SetParam(EplHeadSlopeYEnum,InputToL2ProjectEnum); */126 /* solutionsequence_linear(femmodel); */127 128 120 femmodel->SetCurrentConfiguration(HydrologyDCEfficientAnalysisEnum); 129 121 InputUpdateFromConstantx(femmodel,true,ResetPenaltiesEnum);
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