MasstransportAnalysis Class Reference

#include <MasstransportAnalysis.h>

Inheritance diagram for MasstransportAnalysis:

Public Member Functions
void	CreateConstraints (Constraints *constraints, IoModel *iomodel)
void	CreateLoads (Loads *loads, IoModel *iomodel)
void	CreateNodes (Nodes *nodes, IoModel *iomodel, bool isamr=false)
int	DofsPerNode (int **doflist, int domaintype, int approximation)
void	UpdateElements (Elements *elements, Inputs2 *inputs2, IoModel *iomodel, int analysis_counter, int analysis_type)
void	UpdateParameters (Parameters *parameters, IoModel *iomodel, int solution_enum, int analysis_enum)
void	Core (FemModel *femmodel)
ElementVector *	CreateDVector (Element *element)
ElementMatrix *	CreateJacobianMatrix (Element *element)
ElementMatrix *	CreateKMatrix (Element *element)
ElementMatrix *	CreateKMatrixCG (Element *element)
ElementMatrix *	CreateKMatrixDG (Element *element)
ElementVector *	CreatePVector (Element *element)
ElementVector *	CreatePVectorCG (Element *element)
ElementVector *	CreatePVectorDG (Element *element)
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)
ElementMatrix *	CreateFctKMatrix (Element *element)
ElementMatrix *	CreateMassMatrix (Element *element)
ElementVector *	CreateFctPVector (Element *element)
void	FctKMatrix (Matrix< IssmDouble > **pKff, Matrix< IssmDouble > **pKfs, FemModel *femmodel)
void	FctPVector (Vector< IssmDouble > **ppf, FemModel *femmodel)
void	MassMatrix (Matrix< IssmDouble > **pMff, FemModel *femmodel)
Public Member Functions inherited from Analysis
virtual	~Analysis ()

Detailed Description

Definition at line 11 of file MasstransportAnalysis.h.

Member Function Documentation

CreateConstraints()

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

virtual

Implements Analysis.

Definition at line 10 of file MasstransportAnalysis.cpp.

                                                                                      {/*{{{*/
 
   /*Fetch parameters: */
   int stabilization;
   iomodel->FindConstant(&stabilization,"md.masstransport.stabilization");
 
   /*Do not add constraints in DG,  they are weakly imposed*/
   if(stabilization!=3){
      IoModelToConstraintsx(constraints,iomodel,"md.masstransport.spcthickness",MasstransportAnalysisEnum,FINITEELEMENT);
   }
 
   /*FCT, constraints are imposed using penalties*/
   if(stabilization==4){
      constraints->ActivatePenaltyMethod(MasstransportAnalysisEnum);
   }
}/*}}}*/

CreateLoads()

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

virtual

Implements Analysis.

Definition at line 26 of file MasstransportAnalysis.cpp.

                                                                     {/*{{{*/
 
   /*Intermediaries*/
   int penpair_ids[2];
   int count=0;
   int stabilization;
   int numvertex_pairing;
 
   /*Fetch parameters: */
   iomodel->FindConstant(&stabilization,"md.masstransport.stabilization");
 
   /*Loads only in DG*/
   if(stabilization==3){
 
      /*Get faces and elements*/
      CreateFaces(iomodel);
      iomodel->FetchData(1,"md.geometry.thickness");
 
      /*First load data:*/
      for(int i=0;i<iomodel->numberoffaces;i++){
 
         /*Get left and right elements*/
         int element=iomodel->faces[4*i+2]-1; //faces are [node1 node2 elem1 elem2]
 
         /*Now, if this element is not in the partition, pass: */
         if(!iomodel->my_elements[element]) continue;
         loads->AddObject(new Numericalflux(i+1,i,i,iomodel));
      }
 
      /*Free data: */
      iomodel->DeleteData(1,"md.geometry.thickness");
   }
 
   /*Create Penpair for vertex_pairing: */
   IssmDouble *vertex_pairing=NULL;
   IssmDouble *nodeonbase=NULL;
   iomodel->FetchData(&vertex_pairing,&numvertex_pairing,NULL,"md.masstransport.vertex_pairing");
   if(iomodel->domaintype!=Domain2DhorizontalEnum) iomodel->FetchData(&nodeonbase,NULL,NULL,"md.mesh.vertexonbase");
 
   for(int i=0;i<numvertex_pairing;i++){
 
      if(iomodel->my_vertices[reCast<int>(vertex_pairing[2*i+0])-1]){
 
         /*In debugging mode, check that the second node is in the same cpu*/
         _assert_(iomodel->my_vertices[reCast<int>(vertex_pairing[2*i+1])-1]);
 
         /*Skip if one of the two is not on the bed*/
         if(iomodel->domaintype!=Domain2DhorizontalEnum){
            if(!(reCast<bool>(nodeonbase[reCast<int>(vertex_pairing[2*i+0])-1])) || !(reCast<bool>(nodeonbase[reCast<int>(vertex_pairing[2*i+1])-1]))) continue;
         }
 
         /*Get node ids*/
         penpair_ids[0]=reCast<int>(vertex_pairing[2*i+0]);
         penpair_ids[1]=reCast<int>(vertex_pairing[2*i+1]);
 
         /*Create Load*/
         loads->AddObject(new Penpair(count+1,&penpair_ids[0]));
         count++;
      }
   }
 
   /*free ressources: */
   iomodel->DeleteData(vertex_pairing,"md.masstransport.vertex_pairing");
   iomodel->DeleteData(nodeonbase,"md.mesh.vertexonbase");
}/*}}}*/

CreateNodes()

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

virtual

Implements Analysis.

Definition at line 91 of file MasstransportAnalysis.cpp.

                                                                               {/*{{{*/
 
   /*Fetch parameters: */
   int  stabilization;
   iomodel->FindConstant(&stabilization,"md.masstransport.stabilization");
 
   /*Check in 3d*/
   if(stabilization==3 && iomodel->domaintype==Domain3DEnum) _error_("DG 3d not implemented yet");
 
   /*Create Nodes either DG or CG depending on stabilization*/
   if(iomodel->domaintype!=Domain2DhorizontalEnum) iomodel->FetchData(2,"md.mesh.vertexonbase","md.mesh.vertexonsurface");
   if(stabilization!=3){
      ::CreateNodes(nodes,iomodel,MasstransportAnalysisEnum,FINITEELEMENT,isamr);
   }
   else{
      ::CreateNodes(nodes,iomodel,MasstransportAnalysisEnum,P1DGEnum,isamr);
   }
   iomodel->DeleteData(2,"md.mesh.vertexonbase","md.mesh.vertexonsurface");
}/*}}}*/

DofsPerNode()

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

virtual

Implements Analysis.

Definition at line 110 of file MasstransportAnalysis.cpp.

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

UpdateElements()

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

virtual

Implements Analysis.

Definition at line 113 of file MasstransportAnalysis.cpp.

                                                                                                                                     {/*{{{*/
 
   int    stabilization,finiteelement;
   bool   dakota_analysis;
   bool   isgroundingline;
   bool   ismovingfront;
   bool   isoceancoupling;
   bool   issmb;
 
   /*Fetch data needed: */
   iomodel->FindConstant(&stabilization,"md.masstransport.stabilization");
   iomodel->FindConstant(&dakota_analysis,"md.qmu.isdakota");
   iomodel->FindConstant(&isgroundingline,"md.transient.isgroundingline");
   iomodel->FindConstant(&ismovingfront,"md.transient.ismovingfront");
   iomodel->FindConstant(&isoceancoupling,"md.transient.isoceancoupling");
   iomodel->FindConstant(&issmb,"md.transient.issmb");
 
   /*Finite element type*/
   finiteelement = FINITEELEMENT;
   if(stabilization==3){
      finiteelement = P1DGEnum;
      //finiteelement = P0DGEnum;
   }
 
   /*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,finiteelement);
         counter++;
      }
   }
 
   iomodel->FetchDataToInput(inputs2,elements,"md.geometry.thickness",ThicknessEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.geometry.surface",SurfaceEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.geometry.base",BaseEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.solidearth.sealevel",SealevelEnum,0);
   iomodel->FetchDataToInput(inputs2,elements,"md.mask.ice_levelset",MaskIceLevelsetEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.mask.ocean_levelset",MaskOceanLevelsetEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.groundedice_melting_rate",BasalforcingsGroundediceMeltingRateEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.initialization.vx",VxEnum);
   iomodel->FetchDataToInput(inputs2,elements,"md.initialization.vy",VyEnum);
   if(isgroundingline)  iomodel->FetchDataToInput(inputs2,elements,"md.geometry.bed",BedEnum);
   /*Initialize cumdeltalthickness input*/
   InputUpdateFromConstantx(inputs2,elements,0.,SealevelriseCumDeltathicknessEnum);
   /*Initialize ThicknessResidual input*/
   InputUpdateFromConstantx(inputs2,elements,0.,ThicknessResidualEnum);
 
   /*Get what we need for ocean-induced basal melting*/
   int basalforcing_model;
   iomodel->FindConstant(&basalforcing_model,"md.basalforcings.model");
   switch(basalforcing_model){
      case FloatingMeltRateEnum:
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.floatingice_melting_rate",BasalforcingsFloatingiceMeltingRateEnum);
         break;
      case LinearFloatingMeltRateEnum:
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.perturbation_melting_rate",BasalforcingsPerturbationMeltingRateEnum,0.);
         break;
      case MismipFloatingMeltRateEnum:
         break;
      case MantlePlumeGeothermalFluxEnum:
         break;
      case SpatialLinearFloatingMeltRateEnum:
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.deepwater_melting_rate",BasalforcingsDeepwaterMeltingRateEnum);
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.deepwater_elevation",BasalforcingsDeepwaterElevationEnum);
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.upperwater_elevation",BasalforcingsUpperwaterElevationEnum);
         break;
      case BasalforcingsPicoEnum:
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.basin_id",BasalforcingsPicoBasinIdEnum);
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.overturning_coeff",BasalforcingsPicoOverturningCoeffEnum);
         break;
      case BasalforcingsIsmip6Enum:{
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.basin_id",BasalforcingsIsmip6BasinIdEnum);
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.melt_anomaly",BasalforcingsIsmip6MeltAnomalyEnum,0.);
         IssmDouble** array3d = NULL; int* Ms = NULL; int* Ns = NULL; int K;
         iomodel->FetchData(&array3d,&Ms,&Ns,&K,"md.basalforcings.tf");
         if(!array3d) _error_("md.basalforcings.tf not found in binary file");
         for(int i=0;i<elements->Size();i++){
            Element* element=xDynamicCast<Element*>(elements->GetObjectByOffset(i));
            if(iomodel->domaintype!=Domain2DhorizontalEnum && !element->IsOnBase()) continue;
            for(int kk=0;kk<K;kk++){
               element->DatasetInputAdd(BasalforcingsIsmip6TfEnum,array3d[kk],inputs2,iomodel,Ms[kk],Ns[kk],1,BasalforcingsIsmip6TfEnum,7,kk);
            }
         }
         xDelete<int>(Ms); xDelete<int>(Ns);
         for(int i=0;i<K;i++) xDelete<IssmDouble>(array3d[i]);
         xDelete<IssmDouble*>(array3d);
         }
         break;
      case BeckmannGoosseFloatingMeltRateEnum:
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.ocean_salinity",BasalforcingsOceanSalinityEnum);
         iomodel->FetchDataToInput(inputs2,elements,"md.basalforcings.ocean_temp",BasalforcingsOceanTempEnum);
         break;
      default:
         _error_("Basal forcing model "<<EnumToStringx(basalforcing_model)<<" not supported yet");
   }
 
   if(!issmb){
      iomodel->FetchDataToInput(inputs2,elements,"md.smb.mass_balance",SmbMassBalanceEnum);
   }
   if(stabilization==3){
      iomodel->FetchDataToInput(inputs2,elements,"md.masstransport.spcthickness",MasstransportSpcthicknessEnum); //for DG, we need the spc in the element
   }
   if(stabilization==4){
      iomodel->FetchDataToInput(inputs2,elements,"md.masstransport.spcthickness",MasstransportSpcthicknessEnum); //for FCT, we need the spc in the element (penlaties)
   }
 
   if(iomodel->domaintype!=Domain2DhorizontalEnum){
      iomodel->FetchDataToInput(inputs2,elements,"md.mesh.vertexonbase",MeshVertexonbaseEnum);
      iomodel->FetchDataToInput(inputs2,elements,"md.mesh.vertexonsurface",MeshVertexonsurfaceEnum);
   }
 
}/*}}}*/

UpdateParameters()

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

virtual

Implements Analysis.

Definition at line 227 of file MasstransportAnalysis.cpp.

                                                                                                                       {/*{{{*/
 
   int     numoutputs;
   char**  requestedoutputs = NULL;
 
   parameters->AddObject(iomodel->CopyConstantObject("md.flowequation.isFS",FlowequationIsFSEnum));
   parameters->AddObject(iomodel->CopyConstantObject("md.masstransport.isfreesurface",MasstransportIsfreesurfaceEnum));
   parameters->AddObject(iomodel->CopyConstantObject("md.masstransport.hydrostatic_adjustment",MasstransportHydrostaticAdjustmentEnum));
   parameters->AddObject(iomodel->CopyConstantObject("md.masstransport.stabilization",MasstransportStabilizationEnum));
   parameters->AddObject(iomodel->CopyConstantObject("md.masstransport.min_thickness",MasstransportMinThicknessEnum));
   parameters->AddObject(iomodel->CopyConstantObject("md.masstransport.penalty_factor",MasstransportPenaltyFactorEnum));
 
   iomodel->FindConstant(&requestedoutputs,&numoutputs,"md.masstransport.requested_outputs");
   parameters->AddObject(new IntParam(MasstransportNumRequestedOutputsEnum,numoutputs));
   if(numoutputs)parameters->AddObject(new StringArrayParam(MasstransportRequestedOutputsEnum,requestedoutputs,numoutputs));
   iomodel->DeleteData(&requestedoutputs,numoutputs,"md.masstransport.requested_outputs");
 
}/*}}}*/

Core()

void MasstransportAnalysis::Core ( FemModel *  femmodel )

virtual

Implements Analysis.

Definition at line 247 of file MasstransportAnalysis.cpp.

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

CreateDVector()

ElementVector * MasstransportAnalysis::CreateDVector ( Element *  element )

virtual

Implements Analysis.

Definition at line 250 of file MasstransportAnalysis.cpp.

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

CreateJacobianMatrix()

ElementMatrix * MasstransportAnalysis::CreateJacobianMatrix ( Element *  element )

virtual

Implements Analysis.

Definition at line 254 of file MasstransportAnalysis.cpp.

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

CreateKMatrix()

ElementMatrix * MasstransportAnalysis::CreateKMatrix ( Element *  element )

virtual

Implements Analysis.

Definition at line 257 of file MasstransportAnalysis.cpp.

                                                                   {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   if(!element->IsOnBase()) return NULL;
   Element* basalelement = element->SpawnBasalElement();
 
   ElementMatrix* Ke = NULL;
   switch(element->FiniteElement()){
      case P1Enum: case P2Enum:
         Ke = CreateKMatrixCG(basalelement);
         break;
      case P0DGEnum:
      case P1DGEnum:
         Ke = CreateKMatrixDG(basalelement);
         break;
      default:
         _error_("Element type " << EnumToStringx(element->FiniteElement()) << " not supported yet");
   }
 
   int domaintype;
   element->FindParam(&domaintype,DomainTypeEnum);
   if(domaintype!=Domain2DhorizontalEnum){basalelement->DeleteMaterials(); delete basalelement;};
   return Ke;
}/*}}}*/

CreateKMatrixCG()

ElementMatrix * MasstransportAnalysis::CreateKMatrixCG

(

Element *

element

)

Definition at line 283 of file MasstransportAnalysis.cpp.

                                                                     {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   /*Intermediaries */
   int        stabilization;
   int        domaintype,dim;
   IssmDouble Jdet,D_scalar,dt,h;
   IssmDouble vel,vx,vy,dvxdx,dvydy;
   IssmDouble xi,tau;
   IssmDouble dvx[2],dvy[2];
   IssmDouble D[4];
   IssmDouble* xyz_list = NULL;
 
   /*Get problem dimension*/
   element->FindParam(&domaintype,DomainTypeEnum);
   switch(domaintype){
      case Domain2DverticalEnum:   dim = 1; break;
      case Domain2DhorizontalEnum: dim = 2; break;
      case Domain3DEnum:           dim = 2; break;
      default: _error_("mesh "<<EnumToStringx(domaintype)<<" not supported yet");
   }
 
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes = element->GetNumberOfNodes();
 
   /*Initialize Element vector and other vectors*/
   ElementMatrix* Ke     = element->NewElementMatrix();
   IssmDouble*    basis  = xNew<IssmDouble>(numnodes);
   IssmDouble*    dbasis = xNew<IssmDouble>(dim*numnodes);
 
   /*Retrieve all inputs and parameters*/
   element->GetVerticesCoordinates(&xyz_list);
   element->FindParam(&dt,TimesteppingTimeStepEnum);
   element->FindParam(&domaintype,DomainTypeEnum);
   element->FindParam(&stabilization,MasstransportStabilizationEnum);
   Input2* vxaverage_input=element->GetInput2(VxAverageEnum); _assert_(vxaverage_input);
   Input2* vyaverage_input=NULL;
   if(dim==2){
      vyaverage_input=element->GetInput2(VyAverageEnum); _assert_(vyaverage_input);
   }
 
   h = element->CharacteristicLength();
 
   /* Start  looping on the number of gaussian points: */
   Gauss* gauss=element->NewGauss(2);
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss->GaussPoint(ig);
 
      element->JacobianDeterminant(&Jdet,xyz_list,gauss);
      element->NodalFunctions(basis,gauss);
      element->NodalFunctionsDerivatives(dbasis,xyz_list,gauss);
 
      /*Transient term*/
      D_scalar=gauss->weight*Jdet;
      for(int i=0;i<numnodes;i++){
         for(int j=0;j<numnodes;j++){
            Ke->values[i*numnodes+j] += D_scalar*basis[i]*basis[j];
         }
      }
 
      /*Advection terms*/
      vxaverage_input->GetInputValue(&vx,gauss);
      vxaverage_input->GetInputDerivativeValue(&dvx[0],xyz_list,gauss);
      D_scalar=dt*gauss->weight*Jdet;
      if(dim==2){
         vyaverage_input->GetInputValue(&vy,gauss);
         vyaverage_input->GetInputDerivativeValue(&dvy[0],xyz_list,gauss);
         dvxdx=dvx[0];
         dvydy=dvy[1];
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               /*\phi_i \phi_j \nabla\cdot v*/
               Ke->values[i*numnodes+j] += D_scalar*basis[i]*basis[j]*(dvxdx+dvydy);
               /*\phi_i v\cdot\nabla\phi_j*/
               Ke->values[i*numnodes+j] += D_scalar*basis[i]*(vx*dbasis[0*numnodes+j] + vy*dbasis[1*numnodes+j]);
            }
         }
      }
      else{
         dvxdx=dvx[0];
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               Ke->values[i*numnodes+j] += D_scalar*dvxdx*dbasis[0*numnodes+i]*dbasis[0*numnodes+j];
               Ke->values[i*numnodes+j] += D_scalar*vx*dbasis[0*numnodes+j]*basis[i];
            }
         }
      }
 
      for(int i=0;i<4;i++) D[i]=0.;
      switch(stabilization){
         case 0:
            /*Nothing to be done*/
            break;
         case 1:
            /*SSA*/
            vxaverage_input->GetInputAverage(&vx);
            if(dim==2) vyaverage_input->GetInputAverage(&vy);
            D[0*dim+0]=h/2.0*fabs(vx);
            if(dim==2) D[1*dim+1]=h/2.0*fabs(vy);
            break;
         case 2:
            /*Streamline upwinding*/
            vxaverage_input->GetInputAverage(&vx);
            if(dim==1){
               vel=fabs(vx)+1.e-8;
            }
            else{
               vyaverage_input->GetInputAverage(&vy);
               vel=sqrt(vx*vx+vy*vy)+1.e-8;
            }
            tau=h/(2*vel);
            break;
         case 5:
            /*SUPG*/
            if(dim!=2) _error_("Stabilization "<<stabilization<<" not supported yet for dim != 2");
            vxaverage_input->GetInputAverage(&vx);
            vyaverage_input->GetInputAverage(&vy);
            vel=sqrt(vx*vx+vy*vy)+1.e-8;
            //xi=0.3130;
            xi=1;
            tau=xi*h/(2*vel);
            break;
         default:
            _error_("Stabilization "<<stabilization<<" not supported yet");
      }
      if(stabilization==1){
         /*SSA*/
         if(dim==1) D[0]=D_scalar*D[0];
         else{
            D[0*dim+0]=D_scalar*D[0*dim+0];
            D[1*dim+0]=D_scalar*D[1*dim+0];
            D[0*dim+1]=D_scalar*D[0*dim+1];
            D[1*dim+1]=D_scalar*D[1*dim+1];
         }
 
         if(dim==2){
            for(int i=0;i<numnodes;i++){
               for(int j=0;j<numnodes;j++){
                  Ke->values[i*numnodes+j] += (
                           dbasis[0*numnodes+i] *(D[0*dim+0]*dbasis[0*numnodes+j] + D[0*dim+1]*dbasis[1*numnodes+j]) +
                           dbasis[1*numnodes+i] *(D[1*dim+0]*dbasis[0*numnodes+j] + D[1*dim+1]*dbasis[1*numnodes+j]) 
                           );
               }
            }
         }
         else{
            for(int i=0;i<numnodes;i++){
               for(int j=0;j<numnodes;j++){
                  Ke->values[i*numnodes+j] += D_scalar*h/(2.*vel)*dbasis[0*numnodes+i] *D[0]*dbasis[0*numnodes+j];
               }
            }
         }
      }
      if(stabilization==2){
         /*Streamline upwind*/
         _assert_(dim==2);
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               Ke->values[i*numnodes+j]+=dt*gauss->weight*Jdet*tau*(vx*dbasis[0*numnodes+i]+vy*dbasis[1*numnodes+i])*(vx*dbasis[0*numnodes+j]+vy*dbasis[1*numnodes+j]);
            }
         }
      }
      if(stabilization==5){/*{{{*/
          /*Mass matrix - part 2*/
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               Ke->values[i*numnodes+j]+=gauss->weight*Jdet*tau*basis[j]*(vx*dbasis[0*numnodes+i]+vy*dbasis[1*numnodes+i]);   
            }
         }
         /*Mass matrix - part 3*/
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               Ke->values[i*numnodes+j]+=gauss->weight*Jdet*tau*basis[j]*(basis[i]*dvxdx+basis[i]*dvydy);   
            }
         }
         
         /*Advection matrix - part 2, A*/
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               Ke->values[i*numnodes+j]+=dt*gauss->weight*Jdet*tau*(vx*dbasis[0*numnodes+j]+vy*dbasis[1*numnodes+j])*(vx*dbasis[0*numnodes+i]+vy*dbasis[1*numnodes+i]);
            }
         }
         /*Advection matrix - part 3, A*/
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               Ke->values[i*numnodes+j]+=dt*gauss->weight*Jdet*tau*(vx*dbasis[0*numnodes+j]+vy*dbasis[1*numnodes+j])*(basis[i]*dvxdx+basis[i]*dvydy);
            }
         }
 
         /*Advection matrix - part 2, B*/
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               Ke->values[i*numnodes+j]+=dt*gauss->weight*Jdet*tau*(basis[j]*dvxdx+basis[j]*dvydy)*(vx*dbasis[0*numnodes+i]+vy*dbasis[1*numnodes+i]);
            }
         }
         /*Advection matrix - part 3, B*/
         for(int i=0;i<numnodes;i++){
            for(int j=0;j<numnodes;j++){
               Ke->values[i*numnodes+j]+=dt*gauss->weight*Jdet*tau*(basis[j]*dvxdx+basis[j]*dvydy)*(basis[i]*dvxdx+basis[i]*dvydy); 
            }
         }
      }/*}}}*/
   }
 
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(basis);
   xDelete<IssmDouble>(dbasis);
   delete gauss;
   return Ke;
}/*}}}*/

CreateKMatrixDG()

ElementMatrix * MasstransportAnalysis::CreateKMatrixDG

(

Element *

element

)

Definition at line 496 of file MasstransportAnalysis.cpp.

                                                                     {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   /*Intermediaries */
   int        domaintype;
   IssmDouble Jdet,D_scalar,dt,vx,vy;
   IssmDouble* xyz_list = NULL;
 
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes = element->GetNumberOfNodes();
 
   /*Initialize Element vector and other vectors*/
   ElementMatrix* Ke     = element->NewElementMatrix();
   IssmDouble*    basis  = xNew<IssmDouble>(numnodes);
   IssmDouble*    dbasis = xNew<IssmDouble>(3*numnodes);
 
   /*Retrieve all inputs and parameters*/
   element->GetVerticesCoordinates(&xyz_list);
   element->FindParam(&dt,TimesteppingTimeStepEnum);
   element->FindParam(&domaintype,DomainTypeEnum);
   Input2* vxaverage_input=element->GetInput2(VxAverageEnum); _assert_(vxaverage_input);
   Input2* vyaverage_input=element->GetInput2(VyAverageEnum); _assert_(vyaverage_input);
 
   /* Start  looping on the number of gaussian points: */
   Gauss* gauss=element->NewGauss(2);
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss->GaussPoint(ig);
 
      element->JacobianDeterminant(&Jdet,xyz_list,gauss);
      element->NodalFunctions(basis,gauss);
      element->NodalFunctionsDerivatives(dbasis,xyz_list,gauss);
 
      vxaverage_input->GetInputValue(&vx,gauss);
      vyaverage_input->GetInputValue(&vy,gauss);
 
      D_scalar=gauss->weight*Jdet;
      for(int i=0;i<numnodes;i++){
         for(int j=0;j<numnodes;j++){
            Ke->values[i*numnodes+j] += D_scalar*basis[i]*basis[j];
         }
      }
 
      /*WARNING: basis and dbasis are inverted compared to CG*/
      D_scalar = - dt*gauss->weight*Jdet;
      for(int i=0;i<numnodes;i++){
         for(int j=0;j<numnodes;j++){
            Ke->values[i*numnodes+j] += D_scalar*(vx*dbasis[0*numnodes+i]*basis[j] + vy*dbasis[1*numnodes+i]*basis[j]);
         }
      }
   }
 
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(basis);
   xDelete<IssmDouble>(dbasis);
   delete gauss;
   return Ke;
}/*}}}*/

CreatePVector()

ElementVector * MasstransportAnalysis::CreatePVector ( Element *  element )

virtual

Implements Analysis.

Definition at line 556 of file MasstransportAnalysis.cpp.

                                                                   {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   if(!element->IsOnBase()) return NULL;
   Element* basalelement = element->SpawnBasalElement();
 
   ElementVector* pe = NULL;
   switch(element->FiniteElement()){
      case P1Enum: case P2Enum:
         pe = CreatePVectorCG(basalelement);
         break;
      case P0DGEnum:
      case P1DGEnum:
         pe = CreatePVectorDG(basalelement);
         break;
      default:
         _error_("Element type " << EnumToStringx(element->FiniteElement()) << " not supported yet");
   }
 
   int domaintype;
   element->FindParam(&domaintype,DomainTypeEnum);
   if(domaintype!=Domain2DhorizontalEnum){basalelement->DeleteMaterials(); delete basalelement;};
   return pe;
}/*}}}*/

CreatePVectorCG()

ElementVector * MasstransportAnalysis::CreatePVectorCG

(

Element *

element

)

Definition at line 582 of file MasstransportAnalysis.cpp.

                                                                     {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   /*Intermediaries */
   int         stabilization,dim,domaintype;
   int         melt_style,point1;
   bool        mainlyfloating;
   IssmDouble  fraction1,fraction2;
   IssmDouble  Jdet,dt;
   IssmDouble  ms,mb,gmb,fmb,thickness;
   IssmDouble  vx,vy,vel,dvxdx,dvydy,xi,h,tau;
   IssmDouble  dvx[2],dvy[2];
   IssmDouble  gllevelset,phi=1.;
   IssmDouble* xyz_list = NULL;
   Gauss*      gauss     = NULL;
 
   /*Get problem dimension*/
   element->FindParam(&domaintype,DomainTypeEnum);
   switch(domaintype){
      case Domain2DverticalEnum:   dim = 1; break;
      case Domain2DhorizontalEnum: dim = 2; break;
      case Domain3DEnum:           dim = 2; break;
      default: _error_("mesh "<<EnumToStringx(domaintype)<<" not supported yet");
   }
     
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes = element->GetNumberOfNodes();
 
   /*Initialize Element vector and other vectors*/
   ElementVector* pe    = element->NewElementVector();
   IssmDouble*    basis = xNew<IssmDouble>(numnodes);
   IssmDouble*    dbasis= xNew<IssmDouble>(dim*numnodes);
 
   /*Retrieve all inputs and parameters*/
   element->GetVerticesCoordinates(&xyz_list);
   element->FindParam(&melt_style,GroundinglineMeltInterpolationEnum);
   element->FindParam(&dt,TimesteppingTimeStepEnum);
   element->FindParam(&stabilization,MasstransportStabilizationEnum);
   Input2* gmb_input        = element->GetInput2(BasalforcingsGroundediceMeltingRateEnum);  _assert_(gmb_input);
   Input2* fmb_input        = element->GetInput2(BasalforcingsFloatingiceMeltingRateEnum);  _assert_(fmb_input);
   Input2* gllevelset_input = element->GetInput2(MaskOceanLevelsetEnum);              _assert_(gllevelset_input);
   Input2* ms_input         = element->GetInput2(SmbMassBalanceEnum);                       _assert_(ms_input);
   Input2* thickness_input  = element->GetInput2(ThicknessEnum);                            _assert_(thickness_input);
   Input2* vxaverage_input  = element->GetInput2(VxAverageEnum);                             _assert_(vxaverage_input);
   Input2* vyaverage_input  = element->GetInput2(VyAverageEnum);                             _assert_(vyaverage_input);
 
// if(element->Id()==9){
//    gmb_input->Echo();
//    _error_("S");
// }
   
   h=element->CharacteristicLength();
   
   /*Recover portion of element that is grounded*/
   phi=element->GetGroundedPortion(xyz_list);
   if(melt_style==SubelementMelt2Enum){
      element->GetGroundedPart(&point1,&fraction1,&fraction2,&mainlyfloating);
      gauss = element->NewGauss(point1,fraction1,fraction2,3);
   }
   else{
      gauss = element->NewGauss(3);
   }
 
   /* Start  looping on the number of gaussian points: */
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss->GaussPoint(ig);
 
      element->JacobianDeterminant(&Jdet,xyz_list,gauss);
      element->NodalFunctions(basis,gauss);
 
      ms_input->GetInputValue(&ms,gauss);
      gmb_input->GetInputValue(&gmb,gauss);
      fmb_input->GetInputValue(&fmb,gauss);
      gllevelset_input->GetInputValue(&gllevelset,gauss);
      thickness_input->GetInputValue(&thickness,gauss);
 
      if(melt_style==SubelementMelt1Enum){
         if (phi>0.999999999) mb=gmb;
         else mb=(1-phi)*fmb+phi*gmb; // phi is the fraction of grounded ice so (1-phi) is floating
      }
      else if(melt_style==SubelementMelt2Enum){
         if(gllevelset>0.) mb=gmb;
         else mb=fmb;
      }
      else if(melt_style==NoMeltOnPartiallyFloatingEnum){
         if (phi<0.00000001) mb=fmb;
         else mb=gmb;
      }
      else if(melt_style==FullMeltOnPartiallyFloatingEnum){
         if (phi<0.99999999) mb=fmb;
         else mb=gmb;
      }
      else  _error_("melt interpolation "<<EnumToStringx(melt_style)<<" not implemented yet");
 
      for(int i=0;i<numnodes;i++) pe->values[i]+=Jdet*gauss->weight*(thickness+dt*(ms-mb))*basis[i];
   
      if(stabilization==5){ //SUPG
         element->NodalFunctionsDerivatives(dbasis,xyz_list,gauss);
         vxaverage_input->GetInputAverage(&vx);
         vyaverage_input->GetInputAverage(&vy);
         vxaverage_input->GetInputDerivativeValue(&dvx[0],xyz_list,gauss);
         vyaverage_input->GetInputDerivativeValue(&dvy[0],xyz_list,gauss);
         vel=sqrt(vx*vx+vy*vy)+1.e-8;
         dvxdx=dvx[0];
         dvydy=dvy[1];
         //xi=0.3130;
         xi=1;
         tau=xi*h/(2*vel);
         
         /*Force vector - part 2*/
         for(int i=0;i<numnodes;i++){
            pe->values[i]+=Jdet*gauss->weight*(thickness+dt*(ms-mb))*(tau*vx*dbasis[0*numnodes+i]+tau*vy*dbasis[1*numnodes+i]);
         }
         /*Force vector - part 3*/
         for(int i=0;i<numnodes;i++){
            pe->values[i]+=Jdet*gauss->weight*(thickness+dt*(ms-mb))*(tau*basis[i]*dvxdx+tau*basis[i]*dvydy);
         }
      }
   
   }
 
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(basis);
   xDelete<IssmDouble>(dbasis);
   delete gauss;
   return pe;
}/*}}}*/

CreatePVectorDG()

ElementVector * MasstransportAnalysis::CreatePVectorDG

(

Element *

element

)

Definition at line 712 of file MasstransportAnalysis.cpp.

                                                                     {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   /*Intermediaries */
   int melt_style, point1;
   bool mainlyfloating;
   IssmDouble  fraction1,fraction2,gllevelset;
   IssmDouble  Jdet,dt;
   IssmDouble  ms,mb,gmb,fmb,thickness,phi=1.;
   IssmDouble* xyz_list = NULL;
 
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes = element->GetNumberOfNodes();
 
   /*Initialize Element vector and other vectors*/
   ElementVector* pe    = element->NewElementVector();
   IssmDouble*    basis = xNew<IssmDouble>(numnodes);
 
   /*Retrieve all inputs and parameters*/
   element->GetVerticesCoordinates(&xyz_list);
   element->FindParam(&dt,TimesteppingTimeStepEnum);
   element->FindParam(&melt_style,GroundinglineMeltInterpolationEnum);
   Input2* gmb_input        = element->GetInput2(BasalforcingsGroundediceMeltingRateEnum); _assert_(gmb_input);
   Input2* fmb_input        = element->GetInput2(BasalforcingsFloatingiceMeltingRateEnum); _assert_(fmb_input);
   Input2* ms_input         = element->GetInput2(SmbMassBalanceEnum);                      _assert_(ms_input);
   Input2* gllevelset_input = element->GetInput2(MaskOceanLevelsetEnum);             _assert_(gllevelset_input);
   Input2* thickness_input  = element->GetInput2(ThicknessEnum);                           _assert_(thickness_input);
 
   /*Recover portion of element that is grounded*/
   Gauss* gauss=NULL;
   phi=element->GetGroundedPortion(xyz_list);
   if(melt_style==SubelementMelt2Enum){
      element->GetGroundedPart(&point1,&fraction1,&fraction2,&mainlyfloating);
      gauss = element->NewGauss(point1,fraction1,fraction2,3);
   }
   else{
      gauss = element->NewGauss(3);
   }
 
   /* Start  looping on the number of gaussian points: */
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss->GaussPoint(ig);
 
      element->JacobianDeterminant(&Jdet,xyz_list,gauss);
      element->NodalFunctions(basis,gauss);
 
      ms_input->GetInputValue(&ms,gauss);
      gmb_input->GetInputValue(&gmb,gauss);
      fmb_input->GetInputValue(&fmb,gauss);
      gllevelset_input->GetInputValue(&gllevelset,gauss);
      thickness_input->GetInputValue(&thickness,gauss);
 
      if(melt_style==SubelementMelt1Enum){
         if (phi>0.999999999) mb=gmb;
         else mb=(1-phi)*fmb+phi*gmb; // phi is the fraction of grounded ice so (1-phi) is floating
      }
      else if(melt_style==SubelementMelt2Enum){
         if(gllevelset>0.) mb=gmb;
         else mb=fmb;
      }
      else if(melt_style==NoMeltOnPartiallyFloatingEnum){
         if (phi<0.00000001) mb=fmb;
         else mb=gmb;
      }
      else if(melt_style==FullMeltOnPartiallyFloatingEnum){
         if (phi<0.99999999) mb=fmb;
         else mb=gmb;
      }
      else  _error_("melt interpolation "<<EnumToStringx(melt_style)<<" not implemented yet");
 
      for(int i=0;i<numnodes;i++) pe->values[i]+=Jdet*gauss->weight*(thickness+dt*(ms-mb))*basis[i];
   }
 
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(basis);
   delete gauss;
   return pe;
}/*}}}*/

GetSolutionFromInputs()

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

virtual

Implements Analysis.

Definition at line 793 of file MasstransportAnalysis.cpp.

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

GradientJ()

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

virtual

Implements Analysis.

Definition at line 796 of file MasstransportAnalysis.cpp.

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

InputUpdateFromSolution()

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

virtual

Implements Analysis.

Definition at line 799 of file MasstransportAnalysis.cpp.

                                                                                                  {/*{{{*/
 
   /*Only update if on base*/
   if(!element->IsOnBase()) return;
 
   /*Fetch dof list and allocate solution vector*/
   int *doflist = NULL;
   element->GetDofListLocal(&doflist,NoneApproximationEnum,GsetEnum);
 
   int numnodes = element->GetNumberOfNodes();
   IssmDouble* newthickness = xNew<IssmDouble>(numnodes);
   IssmDouble* thicknessresidual = xNew<IssmDouble>(numnodes);
 
   /*Use the dof list to index into the solution vector: */
   IssmDouble minthickness = element->FindParam(MasstransportMinThicknessEnum);
   for(int i=0;i<numnodes;i++){
      newthickness[i]=solution[doflist[i]];
      thicknessresidual[i]=0.;   
      /*Check solution*/
      if(xIsNan<IssmDouble>(newthickness[i])) _error_("NaN found in solution vector");
      if(xIsInf<IssmDouble>(newthickness[i])) _error_("Inf found in solution vector");
      if(newthickness[i]<minthickness){
         thicknessresidual[i]=minthickness-newthickness[i];
         newthickness[i]=minthickness;
      }
   }
   element->AddBasalInput2(ThicknessEnum,newthickness,element->GetElementType());
   element->AddBasalInput2(ThicknessResidualEnum,thicknessresidual,element->GetElementType());
   
   xDelete<int>(doflist);
   xDelete<IssmDouble>(newthickness);
   xDelete<IssmDouble>(thicknessresidual);
 
   /*Update bed and surface accordingly*/
 
   /*Get basal element*/
   int domaintype; element->FindParam(&domaintype,DomainTypeEnum);
   Element* basalelement=element;
   if(domaintype!=Domain2DhorizontalEnum) basalelement = element->SpawnBasalElement();
 
   /*Fetch number of nodes and dof for this finite element*/
   int numvertices = basalelement->GetNumberOfVertices();
 
   /*Now, we need to do some "processing"*/
   newthickness  = xNew<IssmDouble>(numvertices);
   IssmDouble* oldthickness      = xNew<IssmDouble>(numvertices);
   IssmDouble* cumdeltathickness = xNew<IssmDouble>(numvertices);
   IssmDouble* deltathickness    = xNew<IssmDouble>(numvertices);
   IssmDouble* newbase           = xNew<IssmDouble>(numvertices);
   IssmDouble* bed               = xNew<IssmDouble>(numvertices);
   IssmDouble* newsurface        = xNew<IssmDouble>(numvertices);
   IssmDouble* oldbase           = xNew<IssmDouble>(numvertices);
   IssmDouble* oldsurface        = xNew<IssmDouble>(numvertices);
   IssmDouble* phi               = xNew<IssmDouble>(numvertices);
   IssmDouble* sealevel          = xNew<IssmDouble>(numvertices);
 
   /*Get previous base, thickness, surfac and current sealevel and bed:*/
   basalelement->GetInputListOnVertices(&newthickness[0],ThicknessEnum);
   basalelement->GetInputListOnVertices(&oldthickness[0],ThicknessOldEnum);
   basalelement->GetInputListOnVertices(&oldbase[0],BaseOldEnum);
   basalelement->GetInputListOnVertices(&oldsurface[0],SurfaceOldEnum);
   basalelement->GetInputListOnVertices(&phi[0],MaskOceanLevelsetEnum);
   basalelement->GetInputListOnVertices(&sealevel[0],SealevelEnum);
   basalelement->GetInputListOnVertices(&cumdeltathickness[0],SealevelriseCumDeltathicknessOldEnum);
 
   /*Do we do grounding line migration?*/
   bool isgroundingline;
   element->FindParam(&isgroundingline,TransientIsgroundinglineEnum);
   if(isgroundingline) basalelement->GetInputListOnVertices(&bed[0],BedEnum);
 
   /*What is the delta thickness forcing the sea-level rise core: cumulated over time, hence the +=:*/
   for(int i=0;i<numvertices;i++){
      cumdeltathickness[i] += newthickness[i]-oldthickness[i];
      deltathickness[i]     = newthickness[i]-oldthickness[i];
   }
 
   /*Find MasstransportHydrostaticAdjustment to figure out how to update the geometry:*/
   int hydroadjustment;
   basalelement->FindParam(&hydroadjustment,MasstransportHydrostaticAdjustmentEnum);
   IssmDouble rho_ice   = basalelement->FindParam(MaterialsRhoIceEnum);
   IssmDouble rho_water = basalelement->FindParam(MaterialsRhoSeawaterEnum);
 
   for(int i=0;i<numvertices;i++) {
      if (phi[i]>0.){ //this is grounded ice: just add thickness to base.
         if(isgroundingline){
            newsurface[i] = bed[i]+newthickness[i]; //surface = bed + newthickness
            newbase[i]    = bed[i];                 //new base at new bed
         }
         else{
             newsurface[i] = oldbase[i]+newthickness[i]; //surface = oldbase + newthickness
             newbase[i]    = oldbase[i];                 //same base: do nothing
         }
      }
      else{ //this is an ice shelf: hydrostatic equilibrium*/
         if(hydroadjustment==AbsoluteEnum){
            newsurface[i] = newthickness[i]*(1.-rho_ice/rho_water)+sealevel[i];
            newbase[i]    = newthickness[i]*(-rho_ice/rho_water)+sealevel[i];
         }
         else if(hydroadjustment==IncrementalEnum){
            newsurface[i] = oldsurface[i]+(1.0-rho_ice/rho_water)*(newthickness[i]-oldthickness[i])+sealevel[i]; //surface = oldsurface + (1-di) * dH
            newbase[i]    = oldbase[i]-rho_ice/rho_water*(newthickness[i]-oldthickness[i])+sealevel[i]; //base               = oldbed + di * dH
         }
         else _error_("Hydrostatic adjustment " << hydroadjustment << " (" << EnumToStringx(hydroadjustment) << ") not supported yet");
      }
   }
 
   /*Add input to the element: */
   element->AddBasalInput2(SurfaceEnum,newsurface,P1Enum);
   element->AddBasalInput2(BaseEnum,newbase,P1Enum);
   element->AddBasalInput2(SealevelriseCumDeltathicknessEnum,cumdeltathickness,P1Enum);
   element->AddBasalInput2(SurfaceloadIceThicknessChangeEnum,deltathickness,P1Enum);
 
   /*Free ressources:*/
   xDelete<IssmDouble>(newthickness);
   xDelete<IssmDouble>(cumdeltathickness);
   xDelete<IssmDouble>(newbase);
   xDelete<IssmDouble>(newsurface);
   xDelete<IssmDouble>(oldthickness);
   xDelete<IssmDouble>(deltathickness);
   xDelete<IssmDouble>(oldbase);
   xDelete<IssmDouble>(oldsurface);
   xDelete<IssmDouble>(phi);
   xDelete<IssmDouble>(sealevel);
   xDelete<IssmDouble>(bed);
   xDelete<int>(doflist);
   if(domaintype!=Domain2DhorizontalEnum){basalelement->DeleteMaterials(); delete basalelement;};
}/*}}}*/

UpdateConstraints()

void MasstransportAnalysis::UpdateConstraints ( FemModel *  femmodel )

virtual

Implements Analysis.

Definition at line 926 of file MasstransportAnalysis.cpp.

                                                                         {/*{{{*/
   SetActiveNodesLSMx(femmodel);
}/*}}}*/

CreateFctKMatrix()

ElementMatrix * MasstransportAnalysis::CreateFctKMatrix

(

Element *

element

)

Definition at line 931 of file MasstransportAnalysis.cpp.

                                                                      {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   /*Intermediaries */
   IssmDouble Jdet,D_scalar;
   IssmDouble vx,vy,dvxdx,dvydy;
   IssmDouble* xyz_list = NULL;
   IssmDouble dvx[2],dvy[2];
 
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes = element->GetNumberOfNodes();
   int dim      = 2;
 
   /*Initialize Element vector and other vectors*/
   ElementMatrix* Ke     = element->NewElementMatrix();
   IssmDouble*    basis  = xNew<IssmDouble>(numnodes);
   IssmDouble*    dbasis = xNew<IssmDouble>(dim*numnodes);
   IssmDouble*    D      = xNewZeroInit<IssmDouble>(dim*dim);
 
   /*Retrieve all inputs and parameters*/
   element->GetVerticesCoordinates(&xyz_list);
   Input2* vxaverage_input=element->GetInput2(VxEnum); _assert_(vxaverage_input);
   Input2* vyaverage_input=element->GetInput2(VyEnum); _assert_(vyaverage_input);
 
   /* Start  looping on the number of gaussian points: */
   Gauss* gauss=element->NewGauss(2);
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss->GaussPoint(ig);
 
      element->JacobianDeterminant(&Jdet,xyz_list,gauss);
      element->NodalFunctions(basis,gauss);
      element->NodalFunctionsDerivatives(dbasis,xyz_list,gauss);
      vxaverage_input->GetInputValue(&vx,gauss);
      vyaverage_input->GetInputValue(&vy,gauss);
      vxaverage_input->GetInputDerivativeValue(&dvx[0],xyz_list,gauss);
      vyaverage_input->GetInputDerivativeValue(&dvy[0],xyz_list,gauss);
      dvxdx=dvx[0];
      dvydy=dvy[1];
 
      D_scalar = gauss->weight*Jdet;
      for(int i=0;i<numnodes;i++){
         for(int j=0;j<numnodes;j++){
            /*\phi_i \phi_j \nabla\cdot v*/
            Ke->values[i*numnodes+j] += -D_scalar*basis[i]*basis[j]*(dvxdx+dvydy);
            /*\phi_i v\cdot\nabla\phi_j*/
            Ke->values[i*numnodes+j] += -D_scalar*(vx*dbasis[0*numnodes+j]*basis[i] + vy*dbasis[1*numnodes+j]*basis[i]);
         }
      }
   }
 
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(D);
   xDelete<IssmDouble>(basis);
   xDelete<IssmDouble>(dbasis);
   delete gauss;
   return Ke;
}/*}}}*/

CreateMassMatrix()

ElementMatrix * MasstransportAnalysis::CreateMassMatrix

(

Element *

element

)

Definition at line 991 of file MasstransportAnalysis.cpp.

                                                                      {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   /*Intermediaries*/
   IssmDouble  D,Jdet;
   IssmDouble* xyz_list = NULL;
 
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes = element->GetNumberOfNodes();
 
   /*Initialize Element vector and other vectors*/
   ElementMatrix* Me     = element->NewElementMatrix();
   IssmDouble*    basis  = xNew<IssmDouble>(numnodes);
 
   /*Retrieve all inputs and parameters*/
   element->GetVerticesCoordinates(&xyz_list);
 
   /* Start  looping on the number of gaussian points: */
   Gauss* gauss=element->NewGauss(2);
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss->GaussPoint(ig);
 
      element->JacobianDeterminant(&Jdet,xyz_list,gauss);
      element->NodalFunctions(basis,gauss);
 
      D=gauss->weight*Jdet;
      TripleMultiply(basis,1,numnodes,1,
               &D,1,1,0,
               basis,1,numnodes,0,
               &Me->values[0],1);
   }
 
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(basis);
   delete gauss;
   return Me;
}/*}}}*/

CreateFctPVector()

ElementVector * MasstransportAnalysis::CreateFctPVector

(

Element *

element

)

Definition at line 1031 of file MasstransportAnalysis.cpp.

                                                                      {/*{{{*/
 
   /* Check if ice in element */
   if(!element->IsIceInElement()) return NULL;
 
   /*Intermediaries */
   int         stabilization,dim,domaintype;
   int         melt_style,point1;
   bool        mainlyfloating;
   IssmDouble  fraction1,fraction2;
   IssmDouble  Jdet;
   IssmDouble  ms,mb,gmb,fmb;
   IssmDouble  vx,vy,dvxdx,dvydy;
   IssmDouble  dvx[2],dvy[2];
   IssmDouble  gllevelset,phi=1.;
   IssmDouble* xyz_list = NULL;
   Gauss*      gauss     = NULL;
 
   /*Get problem dimension*/
   element->FindParam(&domaintype,DomainTypeEnum);
   switch(domaintype){
      case Domain2DverticalEnum:   dim = 1; break;
      case Domain2DhorizontalEnum: dim = 2; break;
      case Domain3DEnum:           dim = 2; break;
      default: _error_("mesh "<<EnumToStringx(domaintype)<<" not supported yet");
   }
     
   /*Fetch number of nodes and dof for this finite element*/
   int numnodes = element->GetNumberOfNodes();
 
   /*Initialize Element vector and other vectors*/
   ElementVector* pe    = element->NewElementVector();
   IssmDouble*    basis = xNew<IssmDouble>(numnodes);
   IssmDouble*    dbasis= xNew<IssmDouble>(dim*numnodes);
 
   /*Retrieve all inputs and parameters*/
   element->GetVerticesCoordinates(&xyz_list);
   element->FindParam(&melt_style,GroundinglineMeltInterpolationEnum);
   element->FindParam(&stabilization,MasstransportStabilizationEnum);
   Input2* gmb_input        = element->GetInput2(BasalforcingsGroundediceMeltingRateEnum);  _assert_(gmb_input);
   Input2* fmb_input        = element->GetInput2(BasalforcingsFloatingiceMeltingRateEnum);  _assert_(fmb_input);
   Input2* gllevelset_input = element->GetInput2(MaskOceanLevelsetEnum);              _assert_(gllevelset_input);
   Input2* ms_input         = element->GetInput2(SmbMassBalanceEnum);                       _assert_(ms_input);
   Input2* vxaverage_input  = element->GetInput2(VxAverageEnum);                             _assert_(vxaverage_input);
   Input2* vyaverage_input  = element->GetInput2(VyAverageEnum);                             _assert_(vyaverage_input);
   
   /*Recover portion of element that is grounded*/
   phi=element->GetGroundedPortion(xyz_list);
   if(melt_style==SubelementMelt2Enum){
      element->GetGroundedPart(&point1,&fraction1,&fraction2,&mainlyfloating);
      gauss = element->NewGauss(point1,fraction1,fraction2,3);
   }
   else{
      gauss = element->NewGauss(3);
   }
 
   /* Start  looping on the number of gaussian points: */
   for(int ig=gauss->begin();ig<gauss->end();ig++){
      gauss->GaussPoint(ig);
 
      element->JacobianDeterminant(&Jdet,xyz_list,gauss);
      element->NodalFunctions(basis,gauss);
 
      ms_input->GetInputValue(&ms,gauss);
      gmb_input->GetInputValue(&gmb,gauss);
      fmb_input->GetInputValue(&fmb,gauss);
      gllevelset_input->GetInputValue(&gllevelset,gauss);
 
      if(melt_style==SubelementMelt1Enum){
         if (phi>0.999999999) mb=gmb;
         else mb=(1-phi)*fmb+phi*gmb; // phi is the fraction of grounded ice so (1-phi) is floating
      }
      else if(melt_style==SubelementMelt2Enum){
         if(gllevelset>0.) mb=gmb;
         else mb=fmb;
      }
      else if(melt_style==NoMeltOnPartiallyFloatingEnum){
         if (phi<0.00000001) mb=fmb;
         else mb=gmb;
      }
      else if(melt_style==FullMeltOnPartiallyFloatingEnum){
         if (phi<0.99999999) mb=fmb;
         else mb=gmb;
      }
      else  _error_("melt interpolation "<<EnumToStringx(melt_style)<<" not implemented yet");
 
      for(int i=0;i<numnodes;i++) pe->values[i]+=Jdet*gauss->weight*(ms-mb)*basis[i];
   
   }
 
   /*Clean up and return*/
   xDelete<IssmDouble>(xyz_list);
   xDelete<IssmDouble>(basis);
   xDelete<IssmDouble>(dbasis);
   delete gauss;
   return pe;
}/*}}}*/

FctKMatrix()

void MasstransportAnalysis::FctKMatrix	(	Matrix< IssmDouble > **	pKff,
		Matrix< IssmDouble > **	pKfs,
		FemModel *	femmodel
	)

Definition at line 1128 of file MasstransportAnalysis.cpp.

                                                                                                                      {/*{{{*/
 
   /*Output*/
   Matrix<IssmDouble>* Kff = NULL;
   Matrix<IssmDouble>* Kfs = NULL;
 
   /*Initialize Jacobian Matrix*/
   AllocateSystemMatricesx(&Kff,&Kfs,NULL,NULL,femmodel);
 
   /*Create and assemble matrix*/
   for(int i=0;i<femmodel->elements->Size();i++){
      Element*       element = xDynamicCast<Element*>(femmodel->elements->GetObjectByOffset(i));
      ElementMatrix* Ke     = this->CreateFctKMatrix(element);
      if(Ke) Ke->AddToGlobal(Kff,Kfs);
      delete Ke;
   }
   Kff->Assemble();
   Kfs->Assemble();
 
   /*Assign output pointer*/
   *pKff=Kff;
   if(pKfs){
      *pKfs=Kfs;
   }
   else{
      delete Kfs;
   }
}/*}}}*/

FctPVector()

void MasstransportAnalysis::FctPVector	(	Vector< IssmDouble > **	ppf,
		FemModel *	femmodel
	)

Definition at line 1156 of file MasstransportAnalysis.cpp.

                                                                                           {/*{{{*/
 
   /*Output*/
   Vector<IssmDouble>* pf = NULL;
 
   /*Initialize P vector*/
   AllocateSystemMatricesx(NULL,NULL,NULL,&pf,femmodel);
 
   /*Create and assemble matrix*/
   for(int i=0;i<femmodel->elements->Size();i++){
      Element*       element = xDynamicCast<Element*>(femmodel->elements->GetObjectByOffset(i));
      ElementVector* pe      = this->CreateFctPVector(element);
      if(pe) pe->AddToGlobal(pf);
      delete pe;
   }
   pf->Assemble();
 
   /*Assign output pointer*/
   *ppf=pf;
}/*}}}*/

MassMatrix()

void MasstransportAnalysis::MassMatrix	(	Matrix< IssmDouble > **	pMff,
		FemModel *	femmodel
	)

Definition at line 1176 of file MasstransportAnalysis.cpp.

                                                                                            {/*{{{*/
 
   /*Initialize Mass matrix*/
   Matrix<IssmDouble> *Mff = NULL;
   AllocateSystemMatricesx(&Mff,NULL,NULL,NULL,femmodel);
 
   /*Create and assemble matrix*/
   for(int i=0;i<femmodel->elements->Size();i++){
      Element*       element = xDynamicCast<Element*>(femmodel->elements->GetObjectByOffset(i));
      ElementMatrix* MLe     = this->CreateMassMatrix(element);
      if(MLe){
         MLe->AddToGlobal(Mff);
      }
      delete MLe;
   }
   Mff->Assemble();
 
   /*Assign output pointer*/
   *pMff=Mff;
}/*}}}*/

---

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

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