HydrologyDCEfficientAnalysis Class Reference

#include <HydrologyDCEfficientAnalysis.h>

Inheritance diagram for HydrologyDCEfficientAnalysis:

Public Member Functions
int	DofsPerNode (int **doflist, int domaintype, int approximation)
void	UpdateParameters (Parameters *parameters, IoModel *iomodel, int solution_enum, int analysis_enum)
void	UpdateElements (Elements *elements, Inputs2 *inputs2, IoModel *iomodel, int analysis_counter, int analysis_type)
void	CreateNodes (Nodes *nodes, IoModel *iomodel, bool isamr=false)
void	CreateConstraints (Constraints *constraints, IoModel *iomodel)
void	CreateLoads (Loads *loads, IoModel *iomodel)
void	InitZigZagCounter (FemModel *femmodel)
void	ResetCounter (FemModel *femmodel)
void	Core (FemModel *femmodel)
ElementVector *	CreateDVector (Element *element)
ElementMatrix *	CreateJacobianMatrix (Element *element)
ElementMatrix *	CreateKMatrix (Element *element)
ElementVector *	CreatePVector (Element *element)
void	GetB (IssmDouble *B, Element *element, IssmDouble *xyz_list, Gauss *gauss)
void	GetSolutionFromInputs (Vector< IssmDouble > *solution, Element *element)
void	GradientJ (Vector< IssmDouble > *gradient, Element *element, int control_type, int control_index)
void	InputUpdateFromSolution (IssmDouble *solution, Element *element)
void	UpdateConstraints (FemModel *femmodel)
IssmDouble	EplStoring (Element *element, Gauss *gauss, Input2 *epl_thick_input, Input2 *epl_head_input, Input2 *base_input)
IssmDouble	EplTransmitivity (Element *element, Gauss *gauss, Input2 *epl_thick_input, Input2 *epl_head_input, Input2 *base_input)
void	GetHydrologyDCInefficientHmax (IssmDouble *ph_max, Element *element, Node *innode)
IssmDouble	GetHydrologyKMatrixTransfer (Element *element)
IssmDouble	GetHydrologyPVectorTransfer (Element *element, Gauss *gauss, Input2 *sed_head_input)
void	ComputeEPLThickness (FemModel *femmodel)
void	HydrologyEPLGetMask (Vector< IssmDouble > *vec_mask, Vector< IssmDouble > *recurence, Element *element)
void	HydrologyEPLGetActive (Vector< IssmDouble > *active_vec, Element *element)
Public Member Functions inherited from Analysis
virtual	~Analysis ()

Detailed Description

Definition at line 12 of file HydrologyDCEfficientAnalysis.h.

Member Function Documentation

DofsPerNode()

int HydrologyDCEfficientAnalysis::DofsPerNode ( int **  doflist, int  domaintype, int  approximation  )

virtual

Implements Analysis.

Definition at line 8 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                            {/*{{{*/
   return 1;
}/*}}}*/

UpdateParameters()

void HydrologyDCEfficientAnalysis::UpdateParameters ( Parameters *  parameters, IoModel *  iomodel, int  solution_enum, int  analysis_enum  )

virtual

Implements Analysis.

Definition at line 11 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                                              {/*{{{*/
 
   int         hydrology_model;
   int         eplflip_lock;
   int         eplthickcomp;
   bool        isefficientlayer;
   /*retrieve some parameters: */
   iomodel->FindConstant(&hydrology_model,"md.hydrology.model");
 
   /*Now, do we really want DC?*/
   if(hydrology_model!=HydrologydcEnum) return;
 
   /*Do we want an efficient layer*/
   iomodel->FindConstant(&isefficientlayer,"md.hydrology.isefficientlayer");
 
   /*If not return*/
   if(!isefficientlayer) return;
 
   /*If yes, initialize a flip flop counter*/
   iomodel->FetchData(&eplflip_lock,"md.hydrology.eplflip_lock");
   parameters->AddObject(new IntParam(HydrologydcEplflipLockEnum,eplflip_lock));
 
   iomodel->FetchData(&eplthickcomp,"md.hydrology.epl_thick_comp");
   parameters->AddObject(new IntParam(HydrologydcEplThickCompEnum,eplthickcomp));
}/*}}}*/

UpdateElements()

void HydrologyDCEfficientAnalysis::UpdateElements ( Elements *  elements, Inputs2 *  inputs2, IoModel *  iomodel, int  analysis_counter, int  analysis_type  )

virtual

Implements Analysis.

Definition at line 36 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                                                            {/*{{{*/
 
   bool   isefficientlayer;
   int    hydrology_model;
 
   /*Now, do we really want DC?*/
   iomodel->FindConstant(&hydrology_model,"md.hydrology.model");
   if(hydrology_model!=HydrologydcEnum) return;
 
   /*Do we want an efficient layer*/
   iomodel->FindConstant(&isefficientlayer,"md.hydrology.isefficientlayer");
   if(!isefficientlayer) return;
 
   /*Update elements: */
   int counter=0;
   for(int i=0;i<iomodel->numberofelements;i++){
      if(iomodel->my_elements[i]){
         Element* element=(Element*)elements->GetObjectByOffset(counter);
         element->Update(inputs2,i,iomodel,analysis_counter,analysis_type,P1Enum);
         counter++;
      }
   }
   iomodel->FetchDataToInput(inputs2,elements,"md.geometry.thickness",ThicknessEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.geometry.base",BaseEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.mask.ice_levelset",MaskIceLevelsetEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.initialization.epl_head",EplHeadSubstepEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.initialization.sediment_head",SedimentHeadSubstepEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.initialization.epl_thickness",HydrologydcEplThicknessSubstepEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.hydrology.basal_moulin_input",HydrologydcBasalMoulinInputEnum);
   if(iomodel->domaintype!=Domain2DhorizontalEnum){
      iomodel->FetchDataToInput(inputs2,elements,"md.mesh.vertexonbase",MeshVertexonbaseEnum);
      iomodel->FetchDataToInput(inputs2,elements,"md.mesh.vertexonsurface",MeshVertexonsurfaceEnum);
   }
}/*}}}*/

CreateNodes()

void HydrologyDCEfficientAnalysis::CreateNodes ( Nodes *  nodes, IoModel *  iomodel, bool  isamr = false  )

virtual

Implements Analysis.

Definition at line 70 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                      {/*{{{*/
 
   /*Now, do we really want DC?*/
   int  hydrology_model;
   iomodel->FindConstant(&hydrology_model,"md.hydrology.model");
   if(hydrology_model!=HydrologydcEnum) return;
 
   /*Do we want an efficient layer*/
   bool isefficientlayer;
   iomodel->FindConstant(&isefficientlayer,"md.hydrology.isefficientlayer");
   if(!isefficientlayer) return;
 
   if(iomodel->domaintype!=Domain2DhorizontalEnum){
      iomodel->FetchData(2,"md.mesh.vertexonbase","md.mesh.vertexonsurface");
   }
   ::CreateNodes(nodes,iomodel,HydrologyDCEfficientAnalysisEnum,P1Enum);
   iomodel->DeleteData(2,"md.mesh.vertexonbase","md.mesh.vertexonsurface");
}/*}}}*/

CreateConstraints()

void HydrologyDCEfficientAnalysis::CreateConstraints ( Constraints *  constraints, IoModel *  iomodel  )

virtual

Implements Analysis.

Definition at line 88 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                             {/*{{{*/
 
   /*Do we really want DC?*/
   int  hydrology_model;
   iomodel->FindConstant(&hydrology_model,"md.hydrology.model");
   if(hydrology_model!=HydrologydcEnum) return;
 
   /*Do we want an efficient layer*/
   bool isefficientlayer;
   iomodel->FindConstant(&isefficientlayer,"md.hydrology.isefficientlayer");
   if(!isefficientlayer) return;
 
   IoModelToConstraintsx(constraints,iomodel,"md.hydrology.spcepl_head",HydrologyDCEfficientAnalysisEnum,P1Enum);
}/*}}}*/

CreateLoads()

void HydrologyDCEfficientAnalysis::CreateLoads ( Loads *  loads, IoModel *  iomodel  )

virtual

Implements Analysis.

Definition at line 102 of file HydrologyDCEfficientAnalysis.cpp.

                                                                            {/*{{{*/
 
   /*Do we really want DC?*/
   int hydrology_model;
   iomodel->FindConstant(&hydrology_model,"md.hydrology.model");
   if(hydrology_model!=HydrologydcEnum) return;
 
   /*Do we want an efficient layer*/
   bool isefficientlayer;
   iomodel->FindConstant(&isefficientlayer,"md.hydrology.isefficientlayer");
   if(!isefficientlayer) return;
 
   /*Fetch parameters: */
   if(iomodel->domaintype==Domain3DEnum){
      iomodel->FetchData(1,"md.mesh.vertexonbase");
   }
 
   //Add moulin inputs as loads
   CreateSingleNodeToElementConnectivity(iomodel);
   for(int i=0;i<iomodel->numberofvertices;i++){
      if (iomodel->domaintype!=Domain3DEnum){
         /*keep only this partition's nodes:*/
         if(iomodel->my_vertices[i]){
            loads->AddObject(new Moulin(i+1,i,iomodel));
         }
      }
      else if(reCast<int>(iomodel->Data("md.mesh.vertexonbase")[i])){
         if(iomodel->my_vertices[i]){
            loads->AddObject(new Moulin(i+1,i,iomodel));
         }
      }
   }
   iomodel->DeleteData(1,"md.mesh.vertexonbase");
}/*}}}*/

InitZigZagCounter()

void HydrologyDCEfficientAnalysis::InitZigZagCounter

(

FemModel *

femmodel

)

Definition at line 136 of file HydrologyDCEfficientAnalysis.cpp.

                                                                      {/*{{{*/
 
   int*   eplzigzag_counter =NULL;
   eplzigzag_counter=xNewZeroInit<int>(femmodel->nodes->Size());
   femmodel->parameters->AddObject(new IntVecParam(EplZigZagCounterEnum,eplzigzag_counter,femmodel->nodes->Size()));
   xDelete<int>(eplzigzag_counter);
}/*}}}*/

ResetCounter()

void HydrologyDCEfficientAnalysis::ResetCounter

(

FemModel *

femmodel

)

Definition at line 143 of file HydrologyDCEfficientAnalysis.cpp.

                                                                 {/*{{{*/
 
   int*     eplzigzag_counter=NULL;
   femmodel->parameters->FindParam(&eplzigzag_counter,NULL,EplZigZagCounterEnum);
   for(int i=0;i<femmodel->nodes->Size();i++){
      eplzigzag_counter[i]=0;
   }
   femmodel->parameters->SetParam(eplzigzag_counter,femmodel->nodes->Size(),EplZigZagCounterEnum);
   xDelete<int>(eplzigzag_counter);
}/*}}}*/

Core()

void HydrologyDCEfficientAnalysis::Core ( FemModel *  femmodel )

virtual

Implements Analysis.

Definition at line 155 of file HydrologyDCEfficientAnalysis.cpp.

                                                         {/*{{{*/
   _error_("not implemented");
}/*}}}*/

CreateDVector()

ElementVector * HydrologyDCEfficientAnalysis::CreateDVector ( Element *  element )

virtual

Implements Analysis.

Definition at line 158 of file HydrologyDCEfficientAnalysis.cpp.

                                                                          {/*{{{*/
   /*Default, return NULL*/
   return NULL;
}/*}}}*/

CreateJacobianMatrix()

ElementMatrix * HydrologyDCEfficientAnalysis::CreateJacobianMatrix ( Element *  element )

virtual

Implements Analysis.

Definition at line 162 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                 {/*{{{*/
_error_("Not implemented");
}/*}}}*/

CreateKMatrix()

ElementMatrix * HydrologyDCEfficientAnalysis::CreateKMatrix ( Element *  element )

virtual

Implements Analysis.

Definition at line 165 of file HydrologyDCEfficientAnalysis.cpp.

                                                                          {/*{{{*/
 
   /*Intermediaries*/
   bool     active_element;
   int      domaintype;
   Element* basalelement;
 
   /*Get basal element*/
   element->FindParam(&domaintype,DomainTypeEnum);
   switch(domaintype){
      case Domain2DhorizontalEnum:
         basalelement = element;
         break;
      case Domain3DEnum:
         if(!element->IsOnBase()) return NULL;
         basalelement = element->SpawnBasalElement();
         break;
      default: _error_("mesh "<<EnumToStringx(domaintype)<<" not supported yet");
   }
 
   basalelement->GetInputValue(&active_element,HydrologydcMaskEplactiveEltEnum);
 
   /*Check that all nodes are active, else return empty matrix*/
   if(!active_element) {
      if(domaintype!=Domain2DhorizontalEnum){
         basalelement->DeleteMaterials();
         delete basalelement;
      }
      return NULL;
   }
 
   /* Intermediaries */
   IssmDouble  D_scalar,Jdet,dt;
   IssmDouble  transfer;
   IssmDouble  epl_transmitivity;
   IssmDouble  epl_storing;
   IssmDouble *xyz_list = NULL;
 
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes = basalelement->GetNumberOfNodes();
 
   /*Initialize Element vector*/
   ElementMatrix* Ke     = basalelement->NewElementMatrix();
   IssmDouble*    B      = xNew<IssmDouble>(2*numnodes);
   IssmDouble*    basis  = xNew<IssmDouble>(numnodes);
   IssmDouble     D[2][2]={0.};
 
   /*Retrieve all inputs and parameters*/
   basalelement->GetVerticesCoordinates(&xyz_list);
   basalelement->FindParam(&dt,TimesteppingTimeStepEnum);
   Input2* epl_thick_input = basalelement->GetInput2(HydrologydcEplThicknessSubstepEnum); _assert_(epl_thick_input);
   Input2* epl_head_input  = basalelement->GetInput2(EplHeadSubstepEnum);  _assert_(epl_head_input);
   Input2* base_input      = basalelement->GetInput2(BaseEnum); _assert_(base_input);
 
   /* Start  looping on the number of gaussian points: */
   Gauss* gauss = basalelement->NewGauss(2);
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss           ->GaussPoint(ig);
      basalelement    ->JacobianDeterminant(&Jdet,xyz_list,gauss);
 
      epl_transmitivity = EplTransmitivity(basalelement,gauss,epl_thick_input,epl_head_input,base_input);
      epl_storing          = EplStoring(basalelement,gauss,epl_thick_input,epl_head_input,base_input);
 
      /*Diffusivity*/
      D_scalar=epl_transmitivity*gauss->weight*Jdet;
      //D_scalar=gauss->weight*Jdet;
      if(dt!=0.) D_scalar=D_scalar*dt;
      D[0][0]=D_scalar;
      D[1][1]=D_scalar;
      GetB(B,basalelement,xyz_list,gauss);
      TripleMultiply(B,2,numnodes,1,
               &D[0][0],2,2,0,
               B,2,numnodes,0,
               &Ke->values[0],1);
 
      /*Transient*/
      if(dt!=0.){
         basalelement->NodalFunctions(&basis[0],gauss);
         D_scalar=epl_storing*gauss->weight*Jdet;
         //D_scalar=(epl_storing/epl_transmitivity)*gauss->weight*Jdet;
         TripleMultiply(basis,numnodes,1,0,
                  &D_scalar,1,1,0,
                  basis,1,numnodes,0,
                  &Ke->values[0],1);
 
         /*Transfer EPL part*/
         transfer=GetHydrologyKMatrixTransfer(basalelement);
         D_scalar=dt*transfer*gauss->weight*Jdet;
         //D_scalar=dt*(transfer/epl_transmitivity)*gauss->weight*Jdet;
         TripleMultiply(basis,numnodes,1,0,
                               &D_scalar,1,1,0,
                               basis,1,numnodes,0,
                               &Ke->values[0],1);
      }
   }
 
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(basis);
   xDelete<IssmDouble>(B);
   delete gauss;
   if(domaintype!=Domain2DhorizontalEnum){basalelement->DeleteMaterials(); delete basalelement;};
   return Ke;
}/*}}}*/

CreatePVector()

ElementVector * HydrologyDCEfficientAnalysis::CreatePVector ( Element *  element )

virtual

Implements Analysis.

Definition at line 269 of file HydrologyDCEfficientAnalysis.cpp.

                                                                          {/*{{{*/
 
   /*Intermediaries*/
   bool     active_element;
   int      domaintype;
   Element* basalelement;
 
   /*Get basal element*/
   element->FindParam(&domaintype,DomainTypeEnum);
   switch(domaintype){
      case Domain2DhorizontalEnum:
         basalelement = element;
         break;
      case Domain3DEnum:
         if(!element->IsOnBase()) return NULL;
         basalelement = element->SpawnBasalElement();
         break;
      default: _error_("mesh "<<EnumToStringx(domaintype)<<" not supported yet");
   }
 
   basalelement->GetInputValue(&active_element,HydrologydcMaskEplactiveEltEnum);
 
   /*Check that all nodes are active, else return empty matrix*/
   if(!active_element) {
      if(domaintype!=Domain2DhorizontalEnum){
         basalelement->DeleteMaterials();
         delete basalelement;
      }
      return NULL;
   }
   /*Intermediaries */
   int        smb_model;
   int        smb_averaging;
   int        smbsubstepping;
   int        hydrologysubstepping;
   IssmDouble dt,scalar,water_head;
   IssmDouble water_load,transfer,runoff_value;
   IssmDouble epl_storing,epl_transmitivity;
   IssmDouble Jdet;
   IssmDouble residual,connectivity;
 
   IssmDouble *xyz_list             = NULL;
   Input2     *old_wh_input         = NULL;
   Input2     *dummy_input          = NULL;
   Input2     *surface_runoff_input = NULL;
 
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes    = basalelement->GetNumberOfNodes();
   int numvertices = basalelement->GetNumberOfVertices();
 
   /*Initialize Element vector*/
   ElementVector* pe    = basalelement->NewElementVector();
   IssmDouble*    basis = xNew<IssmDouble>(numnodes);
 
   /*Retrieve all inputs and parameters*/
   basalelement->GetVerticesCoordinates(&xyz_list);
   basalelement->FindParam(&dt,TimesteppingTimeStepEnum);
   basalelement ->FindParam(&smb_model,SmbEnum);
   basalelement->FindParam(&smb_averaging,SmbAveragingEnum);
 
   Input2*  epl_thick_input  = basalelement->GetInput2(HydrologydcEplThicknessSubstepEnum); _assert_(epl_thick_input);
   Input2*  sed_head_input   = basalelement->GetInput2(SedimentHeadSubstepEnum); _assert_(sed_head_input);
   Input2*  epl_head_input   = basalelement->GetInput2(EplHeadSubstepEnum); _assert_(epl_head_input);
   Input2*  basal_melt_input = basalelement->GetInput2(BasalforcingsGroundediceMeltingRateEnum); _assert_(basal_melt_input);
   Input2*  residual_input   = basalelement->GetInput2(SedimentHeadResidualEnum); _assert_(residual_input);
   Input2*  base_input       = basalelement->GetInput2(BaseEnum); _assert_(base_input);
 
   IssmDouble time;
   basalelement->FindParam(&time,TimeEnum);
 
   if(dt!= 0.){
      old_wh_input = basalelement->GetInput2(EplHeadOldEnum);            _assert_(old_wh_input);
   }
   if(smb_model==SMBgradientscomponentsEnum){
      basalelement->FindParam(&smbsubstepping,SmbStepsPerStepEnum);
      basalelement->FindParam(&hydrologysubstepping,HydrologyStepsPerStepEnum);
 
      if(smbsubstepping==1){
         //no substeping for the smb we take the result from there
         dummy_input = basalelement->GetInput2(SmbRunoffEnum); _assert_(dummy_input);
      }
      else if(smbsubstepping>1 && smbsubstepping<=hydrologysubstepping){
         //finer hydro stepping, we take the value at the needed time
         dummy_input = basalelement->GetInput2(SmbRunoffTransientEnum, time); _assert_(dummy_input);
      }
      else{
         //finer stepping in smb, we average the runoff from transient input
         dummy_input = basalelement->GetInput2(SmbRunoffTransientEnum,time-dt,time,smb_averaging); _assert_(dummy_input);
      }
      surface_runoff_input=xDynamicCast<Input2*>(dummy_input); _assert_(surface_runoff_input);
   }
 
   /* Start  looping on the number of gaussian points: */
   Gauss* gauss = basalelement->NewGauss(2);
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss->GaussPoint(ig);
      basalelement ->JacobianDeterminant(&Jdet,xyz_list,gauss);
      basalelement ->NodalFunctions(basis,gauss);
      epl_storing = EplStoring(basalelement,gauss,epl_thick_input,epl_head_input,base_input);
      epl_transmitivity = EplTransmitivity(basalelement,gauss,epl_thick_input,epl_head_input,base_input);
 
      /*Loading term*/
      basal_melt_input->GetInputValue(&water_load,gauss);
      if(surface_runoff_input) surface_runoff_input->GetInputValue(&runoff_value,gauss);
      else                     runoff_value = 0.;
      scalar = Jdet*gauss->weight*(water_load+runoff_value);
      //scalar = Jdet*gauss->weight*(water_load)/epl_transmitivity;
      if(dt!=0.) scalar = scalar*dt;
      for(int i=0;i<numnodes;i++)pe->values[i]+=scalar*basis[i];
 
      /*Transient and transfer terms*/
      if(dt!=0.){
         old_wh_input->GetInputValue(&water_head,gauss);
         /*Dealing with the epl part of the transfer term*/
         transfer=GetHydrologyPVectorTransfer(basalelement,gauss,sed_head_input);
         scalar = Jdet*gauss->weight*((water_head*epl_storing)+(dt*transfer));
         //scalar = Jdet*gauss->weight*((water_head*epl_storing)+(dt*transfer))/epl_transmitivity;
         for(int i=0;i<numnodes;i++)pe->values[i]+=scalar*basis[i];
      }
   }
   delete gauss;
 
   /* Add residual if necessary*/
   gauss = basalelement->NewGauss();
   for(int iv=0;iv<numvertices;iv++){
      gauss->GaussVertex(iv);
      epl_transmitivity = EplTransmitivity(basalelement,gauss,epl_thick_input,epl_head_input,base_input);
      connectivity = IssmDouble(basalelement->VertexConnectivity(iv));
      residual_input->GetInputValue(&residual,gauss);
      pe->values[iv]+=residual/connectivity;
      //pe->values[iv]+=residual/(epl_transmitivity*connectivity);
   }
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(basis);
   delete gauss;
   if(domaintype!=Domain2DhorizontalEnum){basalelement->DeleteMaterials(); delete basalelement;};
   return pe;
}/*}}}*/

GetB()

void HydrologyDCEfficientAnalysis::GetB	(	IssmDouble *	B,
		Element *	element,
		IssmDouble *	xyz_list,
		Gauss *	gauss
	)

Definition at line 408 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                       {/*{{{*/
   /*Compute B  matrix. B=[B1 B2 B3] where Bi is of size 3*2.
    * For node i, Bi can be expressed in the actual coordinate system
    * by:
    *       Bi=[ dN/dx ]
    *          [ dN/dy ]
    * where N is the finiteelement function for node i.
    *
    * We assume B has been allocated already, of size: 3x(2*numnodes)
    */
 
   /*Fetch number of nodes for this finite element*/
   int numnodes = element->GetNumberOfNodes();
 
   /*Get nodal functions derivatives*/
   IssmDouble* dbasis=xNew<IssmDouble>(2*numnodes);
   element->NodalFunctionsDerivatives(dbasis,xyz_list,gauss);
 
   /*Build B: */
   for(int i=0;i<numnodes;i++){
      B[numnodes*0+i] = dbasis[0*numnodes+i];
      B[numnodes*1+i] = dbasis[1*numnodes+i];
   }
 
   /*Clean-up*/
   xDelete<IssmDouble>(dbasis);
}/*}}}*/

GetSolutionFromInputs()

void HydrologyDCEfficientAnalysis::GetSolutionFromInputs ( Vector< IssmDouble > *  solution, Element *  element  )

virtual

Implements Analysis.

Definition at line 435 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                     {/*{{{*/
   element->GetSolutionFromInputsOneDof(solution,EplHeadSubstepEnum);
}/*}}}*/

GradientJ()

void HydrologyDCEfficientAnalysis::GradientJ ( Vector< IssmDouble > *  gradient, Element *  element, int  control_type, int  control_index  )

virtual

Implements Analysis.

Definition at line 438 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                                            {/*{{{*/
   _error_("Not implemented yet");
}/*}}}*/

InputUpdateFromSolution()

void HydrologyDCEfficientAnalysis::InputUpdateFromSolution ( IssmDouble *  solution, Element *  element  )

virtual

Implements Analysis.

Definition at line 441 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                               {/*{{{*/
   /*Intermediaries*/
   int      domaintype;
   Element* basalelement=NULL;
 
   /*Get basal element*/
   element->FindParam(&domaintype,DomainTypeEnum);
   switch(domaintype){
      case Domain2DhorizontalEnum:
         basalelement = element;
         break;
      case Domain3DEnum:
         if(!element->IsOnBase()) return;
         basalelement = element->SpawnBasalElement();
         break;
      default: _error_("mesh "<<EnumToStringx(domaintype)<<" not supported yet");
   }
   /*Intermediary*/
   int* doflist = NULL;
 
   /*Fetch number of nodes for this finite element*/
   int numnodes = basalelement->GetNumberOfNodes();
 
   /*Fetch dof list and allocate solution vector*/
   basalelement->GetDofListLocal(&doflist,NoneApproximationEnum,GsetEnum);
   IssmDouble* eplHeads = xNew<IssmDouble>(numnodes);
 
   /*Use the dof list to index into the solution vector: */
   /*If the EPL is not active we revert to the bedrock elevation when deactivating*/
   for(int i=0;i<numnodes;i++){
      eplHeads[i]=solution[doflist[i]];
      if(xIsNan<IssmDouble>(eplHeads[i])) _error_("NaN found in solution vector");
      if(xIsInf<IssmDouble>(eplHeads[i])) _error_("Inf found in solution vector");
   }
   /*Add input to the element: */
   element->AddBasalInput2(EplHeadSubstepEnum,eplHeads,P1Enum);
 
   /*Free ressources:*/
   xDelete<IssmDouble>(eplHeads);
   xDelete<int>(doflist);
   if(domaintype!=Domain2DhorizontalEnum){basalelement->DeleteMaterials(); delete basalelement;};
} /*}}}*/

UpdateConstraints()

void HydrologyDCEfficientAnalysis::UpdateConstraints ( FemModel *  femmodel )

virtual

Implements Analysis.

Definition at line 483 of file HydrologyDCEfficientAnalysis.cpp.

                                                                      {/*{{{*/
   /*Default, do nothing*/
   return;
}/*}}}*/

EplStoring()

IssmDouble HydrologyDCEfficientAnalysis::EplStoring	(	Element *	element,
		Gauss *	gauss,
		Input2 *	epl_thick_input,
		Input2 *	epl_head_input,
		Input2 *	base_input
	)

Definition at line 489 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                                                                     {/*{{{*/
   IssmDouble epl_storing;
   IssmDouble water_sheet,storing;
   IssmDouble epl_thickness,prestep_head,base_elev;
   IssmDouble rho_freshwater        = element->FindParam(MaterialsRhoFreshwaterEnum);
   IssmDouble g                     = element->FindParam(ConstantsGEnum);
   IssmDouble epl_porosity              = element->FindParam(HydrologydcEplPorosityEnum);
   IssmDouble epl_compressibility    = element->FindParam(HydrologydcEplCompressibilityEnum);
   IssmDouble water_compressibility = element->FindParam(HydrologydcWaterCompressibilityEnum);
 
   epl_thick_input->GetInputValue(&epl_thickness,gauss);
   epl_head_input->GetInputValue(&prestep_head,gauss);
   base_input->GetInputValue(&base_elev,gauss);
   water_sheet=max(0.0,(prestep_head-base_elev));
   storing=rho_freshwater*g*epl_porosity*epl_thickness*(water_compressibility+(epl_compressibility/epl_porosity));
 
   /* //porosity for unconfined region */
   /* if (water_sheet<=0.9*epl_thickness){ */
   /*    epl_storing=epl_porosity; */
   /* } */
   /* //continuity ramp */
   /* else if((water_sheet<epl_thickness) && (water_sheet>0.9*epl_thickness)){ */
   /*    epl_storing=(epl_thickness-water_sheet)*(epl_porosity-storing)/(0.1*epl_thickness)+storing; */
   /* } */
   /* //storing coefficient for confined */
   /* else{ */
   /*    epl_storing=storing; */
   /* } */
   /* return epl_storing; */
   return storing;
}/*}}}*/

EplTransmitivity()

IssmDouble HydrologyDCEfficientAnalysis::EplTransmitivity	(	Element *	element,
		Gauss *	gauss,
		Input2 *	epl_thick_input,
		Input2 *	epl_head_input,
		Input2 *	base_input
	)

Definition at line 520 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                                                                           {/*{{{*/
   IssmDouble epl_transmitivity;
   IssmDouble water_sheet;
   IssmDouble epl_thickness,base_elev,prestep_head;
   IssmDouble epl_conductivity      = element->FindParam(HydrologydcEplConductivityEnum);
   epl_thick_input->GetInputValue(&epl_thickness,gauss);
   epl_head_input->GetInputValue(&prestep_head,gauss);
   base_input->GetInputValue(&base_elev,gauss);
 
   water_sheet=max(0.0,(prestep_head-base_elev));
   epl_transmitivity=epl_conductivity*epl_thickness;
   //epl_transmitivity=max(1.0e-6,(epl_conductivity*min(water_sheet,epl_thickness)));
   return epl_transmitivity;
}/*}}}*/

GetHydrologyDCInefficientHmax()

void HydrologyDCEfficientAnalysis::GetHydrologyDCInefficientHmax	(	IssmDouble *	ph_max,
		Element *	element,
		Node *	innode
	)

Definition at line 534 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                                 {/*{{{*/
 
   int        hmax_flag;
   IssmDouble h_max;
   IssmDouble rho_ice,rho_water;
   IssmDouble thickness,bed;
   /*Get the flag to the limitation method*/
   element->FindParam(&hmax_flag,HydrologydcSedimentlimitFlagEnum);
 
   /*Switch between the different cases*/
   switch(hmax_flag){
   case 0:
      h_max=1.0e+10;
      break;
   case 1:
      element->FindParam(&h_max,HydrologydcSedimentlimitEnum);
      break;
   case 2:
      /*Compute max*/
      rho_water = element->FindParam(MaterialsRhoFreshwaterEnum);
      rho_ice   = element->FindParam(MaterialsRhoIceEnum);
      element-> GetInputValue(&thickness,innode,ThicknessEnum);
      element-> GetInputValue(&bed,innode,BaseEnum);
      h_max=((rho_ice*thickness)/rho_water)+bed;
      break;
   case 3:
      _error_("Using normal stress  not supported yet");
      break;
   default:
      _error_("no case higher than 3 for SedimentlimitFlag");
   }
   /*Assign output pointer*/
   *ph_max=h_max;
}

GetHydrologyKMatrixTransfer()

IssmDouble HydrologyDCEfficientAnalysis::GetHydrologyKMatrixTransfer

(

Element *

element

)

Definition at line 569 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                    {/*{{{*/
 
   int transfermethod;
   IssmDouble leakage,transfer;
 
   element->FindParam(&transfermethod,HydrologydcTransferFlagEnum);
   /*Switch between the different transfer methods cases*/
   switch(transfermethod){
   case 0:
      /*Just keepping the transfer to zero*/
      transfer=0.0;
      break;
   case 1:
      element->FindParam(&leakage,HydrologydcLeakageFactorEnum);
      transfer=+leakage;
      break;
   default:
      _error_("no case higher than 1 for the Transfer method");
   }
   return transfer;
}/*}}}*/

GetHydrologyPVectorTransfer()

IssmDouble HydrologyDCEfficientAnalysis::GetHydrologyPVectorTransfer	(	Element *	element,
		Gauss *	gauss,
		Input2 *	sed_head_input
	)

Definition at line 590 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                                          {/*{{{*/
 
   int transfermethod;
   IssmDouble sediment_head;
   IssmDouble leakage,transfer;
 
   element->FindParam(&transfermethod,HydrologydcTransferFlagEnum);
   /*Switch between the different transfer methods cases*/
   switch(transfermethod){
   case 0:
      /*Just keepping the transfer to zero*/
      transfer=0.0;
      break;
   case 1:
      _assert_(sed_head_input);
      sed_head_input->GetInputValue(&sediment_head,gauss);
      element->FindParam(&leakage,HydrologydcLeakageFactorEnum);
      transfer=+sediment_head*leakage;
      break;
   default:
      _error_("no case higher than 1 for the Transfer method");
   }
 
   return transfer;
}/*}}}*/

ComputeEPLThickness()

void HydrologyDCEfficientAnalysis::ComputeEPLThickness

(

FemModel *

femmodel

)

Definition at line 615 of file HydrologyDCEfficientAnalysis.cpp.

                                                                        {/*{{{*/
 
   bool        active_element;
   int         iseplthickcomp;
   int         domaintype;
   IssmDouble  dt,A;
   IssmDouble  EPLgrad2;
   IssmDouble  EPL_N;
   IssmDouble  opening,closing;
 
   femmodel->parameters->FindParam(&domaintype,DomainTypeEnum);
   femmodel->parameters->FindParam(&iseplthickcomp,HydrologydcEplThickCompEnum);
   if(iseplthickcomp==0) return;
 
   for(int j=0;j<femmodel->elements->Size();j++){
 
      Element* element=(Element*)femmodel->elements->GetObjectByOffset(j);
 
      /*skip element if 3d and not on base*/
      if(domaintype==Domain3DEnum && !element->IsOnBase()) continue;
 
      int         numnodes      = element->GetNumberOfNodes();
      IssmDouble* thickness     = xNew<IssmDouble>(numnodes);
      IssmDouble* B             = xNew<IssmDouble>(numnodes);
      IssmDouble* n             = xNew<IssmDouble>(numnodes);
      IssmDouble* eplhead       = xNew<IssmDouble>(numnodes);
      IssmDouble* epl_slopeX    = xNew<IssmDouble>(numnodes);
      IssmDouble* epl_slopeY    = xNew<IssmDouble>(numnodes);
      IssmDouble* old_thickness = xNew<IssmDouble>(numnodes);
      IssmDouble* ice_thickness = xNew<IssmDouble>(numnodes);
      IssmDouble* bed           = xNew<IssmDouble>(numnodes);
 
      element->GetInputValue(&active_element,HydrologydcMaskEplactiveEltEnum);
      element->FindParam(&dt,TimesteppingTimeStepEnum);
 
      /*For now, assuming just one way to compute EPL thickness*/
      IssmDouble gravity          = element->FindParam(ConstantsGEnum);
      IssmDouble rho_water        = element->FindParam(MaterialsRhoFreshwaterEnum);
      IssmDouble rho_ice          = element->FindParam(MaterialsRhoIceEnum);
      IssmDouble latentheat       = element->FindParam(MaterialsLatentheatEnum);
      IssmDouble epl_conductivity = element->FindParam(HydrologydcEplConductivityEnum);
      IssmDouble init_thick       = element->FindParam(HydrologydcEplInitialThicknessEnum);
      IssmDouble max_thick        = element->FindParam(HydrologydcEplMaxThicknessEnum);
 
      switch(domaintype){
         case Domain2DhorizontalEnum: element->GetInputListOnVertices(&B[0],MaterialsRheologyBbarEnum); break;
         case Domain3DEnum:           element->GetInputListOnVertices(&B[0],MaterialsRheologyBEnum); break;
         default: _error_("not Implemented Yet");
      }
 
      element->GetInputListOnVertices(&eplhead[0],EplHeadSubstepEnum);
      element->GetInputListOnVertices(&epl_slopeX[0],EplHeadSlopeXEnum);
      element->GetInputListOnVertices(&epl_slopeY[0],EplHeadSlopeYEnum);
      element->GetInputListOnVertices(&old_thickness[0],HydrologydcEplThicknessOldEnum);
      element->GetInputListOnVertices(&ice_thickness[0],ThicknessEnum);
      element->GetInputListOnVertices(&bed[0],BaseEnum);
      element->GetInputListOnVertices(&n[0],MaterialsRheologyNEnum);
 
      if(!active_element){
         /*Keeping thickness to initial value if EPL is not active*/
         for(int i=0;i<numnodes;i++){
            thickness[i]=init_thick;
         }
      }
      else{
         for(int i=0;i<numnodes;i++){
            A=pow(B[i],-n[i]);
            /*Compute first the effective pressure in the EPL*/
            EPL_N=gravity*((rho_ice*ice_thickness[i])-(rho_water*(eplhead[i]-bed[i])));
            if(EPL_N<0.0)EPL_N=0.0;
            /*Get then the square of the gradient of EPL heads*/
            EPLgrad2 = (epl_slopeX[i]*epl_slopeX[i])+(epl_slopeY[i]*epl_slopeY[i]);
            /*And proceed to the real thing*/
            opening=(rho_water*gravity*epl_conductivity*EPLgrad2*dt)/(rho_ice*latentheat);
            closing=(2.0*A*dt*pow(EPL_N,n[i]))/(pow(n[i],n[i]));
            /*implicit*/
            thickness[i] = old_thickness[i]/(1.0-opening+closing);
            /*explicit*/
            //thickness[i] = old_thickness[i]*(1.0+opening-closing);
            /*centered*/
            //thickness[i] = old_thickness[i]*(1.0+opening-closing)/(1.0-opening+closing);
            /*Take care of otherthikening*/
            if(thickness[i]>max_thick){
               thickness[i] = max_thick;
            }
         }
      }
      element->AddInput2(HydrologydcEplThicknessSubstepEnum,thickness,element->GetElementType());
      xDelete<IssmDouble>(thickness);
      xDelete<IssmDouble>(eplhead);
      xDelete<IssmDouble>(epl_slopeX);
      xDelete<IssmDouble>(epl_slopeY);
      xDelete<IssmDouble>(old_thickness);
      xDelete<IssmDouble>(ice_thickness);
      xDelete<IssmDouble>(bed);
      xDelete<IssmDouble>(B);
      xDelete<IssmDouble>(n);
   }
}/*}}}*/

HydrologyEPLGetMask()

void HydrologyDCEfficientAnalysis::HydrologyEPLGetMask	(	Vector< IssmDouble > *	vec_mask,
		Vector< IssmDouble > *	recurence,
		Element *	element
	)

Definition at line 714 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                                                    {/*{{{*/
 
   bool        active_element;
   int         domaintype;
   IssmDouble  h_max;
   IssmDouble  sedheadmin;
   Element*    basalelement=NULL;
 
   /*Get basal element*/
   element->FindParam(&domaintype,DomainTypeEnum);
   switch(domaintype){
      case Domain2DhorizontalEnum:
         basalelement = element;
         break;
      case Domain3DEnum:
         if(!element->IsOnBase()) return;
         basalelement = element->SpawnBasalElement();
         break;
      default: _error_("mesh "<<EnumToStringx(domaintype)<<" not supported yet");
   }
   /*Intermediaries*/
   int         numnodes      =basalelement->GetNumberOfNodes();
   IssmDouble* epl_thickness =xNew<IssmDouble>(numnodes);
   IssmDouble* old_active    =xNew<IssmDouble>(numnodes);
   IssmDouble* sedhead       =xNew<IssmDouble>(numnodes);
   IssmDouble* eplhead       =xNew<IssmDouble>(numnodes);
   IssmDouble* residual      =xNew<IssmDouble>(numnodes);
   IssmDouble* base          =xNew<IssmDouble>(numnodes);
 
   IssmDouble init_thick    =basalelement->FindParam(HydrologydcEplInitialThicknessEnum);
   IssmDouble colapse_thick =basalelement->FindParam(HydrologydcEplColapseThicknessEnum);
 
   basalelement->GetInputValue(&active_element,HydrologydcMaskEplactiveEltEnum);
 
   basalelement-> GetInputListOnVertices(&old_active[0],HydrologydcMaskEplactiveNodeEnum);
   basalelement-> GetInputListOnVertices(&epl_thickness[0],HydrologydcEplThicknessSubstepEnum);
   basalelement-> GetInputListOnVertices(&sedhead[0],SedimentHeadSubstepEnum);
   basalelement-> GetInputListOnVertices(&eplhead[0],EplHeadSubstepEnum);
   basalelement-> GetInputListOnVertices(&residual[0],SedimentHeadResidualEnum);
   basalelement-> GetInputListOnVertices(&base[0],BaseEnum);
 
   /*Get minimum sediment head of the element*/
   sedheadmin=sedhead[0];
   for(int i=1;i<numnodes;i++) if(sedhead[i]<=sedheadmin)sedheadmin=sedhead[i];
   for(int i=0;i<numnodes;i++){
      GetHydrologyDCInefficientHmax(&h_max,basalelement,basalelement->nodes[i]);
      /*If mask was already one, keep one or colapse*/
      if(old_active[i]>0.){
         vec_mask->SetValue(basalelement->nodes[i]->Sid(),1.,INS_VAL);
         /* If epl thickness gets under colapse thickness, close the layer if there is no residual*/
         if(epl_thickness[i]<colapse_thick && residual[i]<=0.){
            vec_mask->SetValue(basalelement->nodes[i]->Sid(),0.,INS_VAL);
            recurence->SetValue(basalelement->nodes[i]->Sid(),1.,INS_VAL);
         }
      }
      else if (old_active[i]==0.){
         /*Activate if we have a residual from sediment*/
         if(residual[i]>0.){
            vec_mask->SetValue(basalelement->nodes[i]->Sid(),1.,INS_VAL);
            recurence->SetValue(basalelement->nodes[i]->Sid(),1.,INS_VAL);
         }
         else{
            /*If node is now closed bring its thickness back to initial*/
            epl_thickness[i]=init_thick;
            vec_mask->SetValue(basalelement->nodes[i]->Sid(),0.,INS_VAL);
         }
      }
      /*Increase of the efficient system is needed if the epl head reach the maximum value (sediment max value for now)*/
      if(eplhead[i]>=h_max && active_element){
         for(int j=0;j<numnodes;j++){
            /*Increase of the domain is on the downstream node in term of sediment head*/
            if((sedhead[j] == sedheadmin) && (i!=j)){
               vec_mask->SetValue(basalelement->nodes[j]->Sid(),1.,INS_VAL);
               if(old_active[j]==0.){
                  recurence->SetValue(basalelement->nodes[j]->Sid(),1.,INS_VAL);
               }
            }
         }
      }
   }
   element->AddBasalInput2(HydrologydcEplThicknessSubstepEnum,epl_thickness,basalelement->GetElementType());
 
   if(domaintype!=Domain2DhorizontalEnum){
      basalelement->DeleteMaterials();
      delete basalelement;
   }
   xDelete<IssmDouble>(epl_thickness);
   xDelete<IssmDouble>(old_active);
   xDelete<IssmDouble>(sedhead);
   xDelete<IssmDouble>(eplhead);
   xDelete<IssmDouble>(residual);
   xDelete<IssmDouble>(base);
}

HydrologyEPLGetActive()

void HydrologyDCEfficientAnalysis::HydrologyEPLGetActive	(	Vector< IssmDouble > *	active_vec,
		Element *	element
	)

Definition at line 808 of file HydrologyDCEfficientAnalysis.cpp.

                                                                                                        {/*{{{*/
   /*Constants*/
   int      domaintype;
   Element*   basalelement=NULL;
 
   /*Get basal element*/
   element->FindParam(&domaintype,DomainTypeEnum);
   switch(domaintype){
      case Domain2DhorizontalEnum:
         basalelement = element;
         break;
      case Domain3DEnum:
         if(!element->IsOnBase()) return;
         basalelement = element->SpawnBasalElement();
         break;
      default: _error_("mesh "<<EnumToStringx(domaintype)<<" not supported yet");
   }
 
   const int   numnodes = basalelement->GetNumberOfNodes();
   IssmDouble  flag     = 0.;
   IssmDouble* active   = xNew<IssmDouble>(numnodes);
   bool active_element;
 
   /*Pass the activity mask from elements to nodes*/
   basalelement->GetInputListOnVertices(&active[0],HydrologydcMaskEplactiveNodeEnum);
   basalelement->GetInputValue(&active_element,HydrologydcMaskEplactiveEltEnum);
 
   for(int i=0;i<numnodes;i++) flag+=active[i];
 
   /*If any node is active all the node in the element are active*/
   if(flag>0.){
      for(int i=0;i<numnodes;i++){
         active_vec->SetValue(basalelement->nodes[i]->Sid(),1.,INS_VAL);
      }
   }
   /*If the element is active all its nodes are active*/
   else if(active_element){
      for(int i=0;i<numnodes;i++){
         active_vec->SetValue(basalelement->nodes[i]->Sid(),1.,INS_VAL);
      }
   }
   else{
      /*Do not do anything: at least one node is active for this element but this element is not solved for*/
   }
   if(domaintype!=Domain2DhorizontalEnum){basalelement->DeleteMaterials(); delete basalelement;};
   xDelete<IssmDouble>(active);
}

---

The documentation for this class was generated from the following files:

• src/c/analyses/HydrologyDCEfficientAnalysis.h
• src/c/analyses/HydrologyDCEfficientAnalysis.cpp