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Updated tutorial4 to use the reorder solver.
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@ -35,14 +35,7 @@
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#include <opm/core/pressure/FlowBCManager.hpp>
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#include <opm/core/pressure/FlowBCManager.hpp>
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#include <opm/core/fluid/IncompPropertiesBasic.hpp>
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#include <opm/core/fluid/IncompPropertiesBasic.hpp>
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#include <opm/core/transport/transport_source.h>
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#include <opm/core/transport/reorder/TransportModelTwophase.hpp>
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#include <opm/core/transport/CSRMatrixUmfpackSolver.hpp>
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#include <opm/core/transport/NormSupport.hpp>
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#include <opm/core/transport/ImplicitAssembly.hpp>
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#include <opm/core/transport/ImplicitTransport.hpp>
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#include <opm/core/transport/JacobianSystem.hpp>
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#include <opm/core/transport/CSRMatrixBlockAssembler.hpp>
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#include <opm/core/transport/SinglePointUpwindTwoPhase.hpp>
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#include <opm/core/simulator/TwophaseState.hpp>
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#include <opm/core/simulator/TwophaseState.hpp>
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@ -52,113 +45,6 @@
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#include <opm/core/wells/WellCollection.hpp>
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#include <opm/core/wells/WellCollection.hpp>
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/// \page tutorial4 Well controls
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/// \page tutorial4 Well controls
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///
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/// \page tutorial4
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/// \section commentedcode4 Commented code:
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/// \page tutorial4
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/// \details
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/// We define a class which computes mobility, capillary pressure and
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/// the minimum and maximum saturation value for each cell.
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/// \code
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class TwophaseFluid
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{
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public:
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/// \endcode
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/// \page tutorial4
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/// \details Constructor operator. Takes in the fluid properties defined
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/// \c props
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/// \code
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TwophaseFluid(const Opm::IncompPropertiesInterface& props);
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/// \endcode
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/// \page tutorial4
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/// \details Density for each phase.
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/// \code
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double density(int phase) const;
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/// \endcode
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/// \page tutorial4
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/// \details Computes the mobility and its derivative with respect to saturation
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/// for a given cell \c c and saturation \c sat. The template classes \c Sat,
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/// \c Mob, \c DMob are typically arrays. By using templates, we do not have to
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/// investigate how these array objects are implemented
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/// (as long as they have an \c operator[] method).
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/// \code
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template <class Sat, class Mob, class DMob>
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void mobility(int c, const Sat& s, Mob& mob, DMob& dmob) const;
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/// \endcode
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/// \page tutorial4
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/// \details Computes the capillary pressure and its derivative with respect
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/// to saturation
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/// for a given cell \c c and saturation \c sat.
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/// \code
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template <class Sat, class Pcap, class DPcap>
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void pc(int c, const Sat& s, Pcap& pcap, DPcap& dpcap) const;
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/// \endcode
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/// \page tutorial4
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/// \details Returns the minimum permitted saturation.
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/// \code
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double s_min(int c) const;
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/// \endcode
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/// \page tutorial4
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/// \details Returns the maximum permitted saturation
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/// \code
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double s_max(int c) const;
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/// \endcode
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/// \page tutorial4
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/// \details Private variables
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/// \code
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private:
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const Opm::IncompPropertiesInterface& props_;
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std::vector<double> smin_;
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std::vector<double> smax_;
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};
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/// \endcode
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/// \page tutorial4
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/// \details We set up the transport model.
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/// \code
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typedef Opm::SinglePointUpwindTwoPhase<TwophaseFluid> TransportModel;
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/// \endcode
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/// \page tutorial4
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/// \details
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/// The transport equation is nonlinear. We use an implicit transport solver
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/// which implements a Newton-Raphson solver.
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/// We define the format of the objects
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/// which will be used by the solver.
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/// \code
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using namespace Opm::ImplicitTransportDefault;
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typedef NewtonVectorCollection< ::std::vector<double> > NVecColl;
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typedef JacobianSystem< struct CSRMatrix, NVecColl > JacSys;
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template <class Vector>
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class MaxNorm {
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public:
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static double
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norm(const Vector& v) {
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return AccumulationNorm <Vector, MaxAbs>::norm(v);
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}
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};
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/// \endcode
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/// \page tutorial4
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/// \details
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/// We set up the solver.
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/// \code
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typedef Opm::ImplicitTransport<TransportModel,
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JacSys ,
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MaxNorm ,
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VectorNegater ,
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VectorZero ,
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MatrixZero ,
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VectorAssign > TransportSolver;
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \details
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/// \details
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@ -179,8 +65,9 @@ int main ()
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double dy = 10.;
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double dy = 10.;
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double dz = 10.;
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double dz = 10.;
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using namespace Opm;
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using namespace Opm;
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GridManager grid(nx, ny, nz, dx, dy, dz);
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GridManager grid_manager(nx, ny, nz, dx, dy, dz);
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int num_cells = grid.c_grid()->number_of_cells;
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const UnstructuredGrid& grid = *grid_manager.c_grid();
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int num_cells = grid.number_of_cells;
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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@ -214,8 +101,7 @@ int main ()
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/// description and set this function to be linear. For more realistic fluid, the
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/// description and set this function to be linear. For more realistic fluid, the
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/// saturation function is given by the data.
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/// saturation function is given by the data.
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/// \code
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/// \code
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SaturationPropsBasic::RelPermFunc rel_perm_func;
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SaturationPropsBasic::RelPermFunc rel_perm_func = SaturationPropsBasic::Linear;
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rel_perm_func = SaturationPropsBasic::Linear;
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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@ -224,7 +110,6 @@ int main ()
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/// \code
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/// \code
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IncompPropertiesBasic props(num_phases, rel_perm_func, rho, mu,
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IncompPropertiesBasic props(num_phases, rel_perm_func, rho, mu,
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porosity, k, dim, num_cells);
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porosity, k, dim, num_cells);
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TwophaseFluid fluid(props);
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/// \endcode
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/// \endcode
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@ -236,15 +121,6 @@ int main ()
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \details We set up the source term
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/// \code
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std::vector<double> src(num_cells, 0.0);
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src[0] = 1.;
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src[num_cells-1] = -1.;
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \details We set up necessary information for the wells
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/// \details We set up necessary information for the wells
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@ -259,34 +135,27 @@ int main ()
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \details We set up the source term for the transport solver.
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/// \details We set up the source term. Positive numbers indicate that the cell is a source,
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/// while negative numbers indicate a sink.
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/// \code
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/// \code
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TransportSource* tsrc = create_transport_source(2, 2);
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std::vector<double> src(num_cells, 0.0);
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double ssrc[] = { 1.0, 0.0 };
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src[0] = 1.;
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double ssink[] = { 0.0, 1.0 };
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src[num_cells-1] = -1.;
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double zdummy[] = { 0.0, 0.0 };
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for (int cell = 0; cell < num_cells; ++cell) {
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if (src[cell] > 0.0) {
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append_transport_source(cell, 2, 0, src[cell], ssrc, zdummy, tsrc);
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} else if (src[cell] < 0.0) {
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append_transport_source(cell, 2, 0, src[cell], ssink, zdummy, tsrc);
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}
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}
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \details We compute the pore volume
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/// \details We compute the pore volume
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/// \code
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/// \code
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std::vector<double> porevol;
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std::vector<double> porevol;
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Opm::computePorevolume(*grid.c_grid(), props.porosity(), porevol);
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Opm::computePorevolume(grid, props.porosity(), porevol);
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \details We set up the transport solver.
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/// \details Set up the transport solver. This is a reordering implicit Euler transport solver.
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/// \code
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/// \code
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const bool guess_old_solution = true;
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const double tolerance = 1e-9;
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TransportModel model (fluid, *grid.c_grid(), porevol, grav, guess_old_solution);
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const int max_iterations = 30;
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TransportSolver tsolver(model);
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Opm::TransportModelTwophase transport_solver(grid, props, tolerance, max_iterations);
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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int num_time_steps = 20;
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int num_time_steps = 20;
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \details Control paramaters for the implicit solver.
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/// \code
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ImplicitTransportDetails::NRReport rpt;
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ImplicitTransportDetails::NRControl ctrl;
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \details We define a vector which contains all cell indexes. We use this
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/// \details We define a vector which contains all cell indexes. We use this
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FlowBCManager bcs;
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FlowBCManager bcs;
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \details
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/// Linear solver init.
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/// \code
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using ImplicitTransportLinAlgSupport::CSRMatrixUmfpackSolver;
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CSRMatrixUmfpackSolver linsolve;
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \details
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/// \details
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/// We set up a two-phase state object, and
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/// We set up a two-phase state object, and
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/// initialise water saturation to minimum everywhere.
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/// initialise water saturation to minimum everywhere.
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/// \code
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/// \code
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TwophaseState state;
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TwophaseState state;
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state.init(*grid.c_grid(), 2);
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state.init(grid, 2);
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state.setFirstSat(allcells, props, TwophaseState::MinSat);
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state.setFirstSat(allcells, props, TwophaseState::MinSat);
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/// \endcode
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/// \endcode
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@ -450,7 +303,7 @@ int main ()
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/// last argument.
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/// last argument.
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/// \code
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/// \code
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LinearSolverUmfpack linsolver;
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LinearSolverUmfpack linsolver;
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IncompTpfa psolver(*grid.c_grid(), props.permeability(), grav, linsolver, wells);
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IncompTpfa psolver(grid, props.permeability(), grav, linsolver, wells);
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \details In order to use the well controls, we need to generate the WDP for each well.
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/// \details In order to use the well controls, we need to generate the WDP for each well.
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/// \code
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/// \code
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Opm::computeWDP(*wells, *grid.c_grid(), state.saturation(), props.density(), gravity, true, wdp);
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Opm::computeWDP(*wells, grid, state.saturation(), props.density(), gravity, true, wdp);
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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/// \page tutorial4
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/// \page tutorial4
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/// \details Transport solver
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/// \details Transport solver
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/// \code
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/// \code
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tsolver.solve(*grid.c_grid(), tsrc, dt, ctrl, state, linsolve, rpt);
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transport_solver.solve(&state.faceflux()[0], &porevol[0], &src[0], dt, state.saturation());
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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Opm::DataMap dm;
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Opm::DataMap dm;
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dm["saturation"] = &state.saturation();
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dm["saturation"] = &state.saturation();
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dm["pressure"] = &state.pressure();
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dm["pressure"] = &state.pressure();
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Opm::writeVtkData(*grid.c_grid(), dm, vtkfile);
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Opm::writeVtkData(grid, dm, vtkfile);
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}
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}
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}
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}
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/// \endcode
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/// \endcode
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/// \page tutorial4
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/// \details Implementation of the TwophaseFluid class.
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/// \code
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TwophaseFluid::TwophaseFluid(const Opm::IncompPropertiesInterface& props)
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: props_(props),
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smin_(props.numCells()*props.numPhases()),
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smax_(props.numCells()*props.numPhases())
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{
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const int num_cells = props.numCells();
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std::vector<int> cells(num_cells);
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for (int c = 0; c < num_cells; ++c) {
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cells[c] = c;
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}
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props.satRange(num_cells, &cells[0], &smin_[0], &smax_[0]);
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}
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double TwophaseFluid::density(int phase) const
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{
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return props_.density()[phase];
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}
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template <class Sat,
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class Mob,
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class DMob>
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void TwophaseFluid::mobility(int c, const Sat& s, Mob& mob, DMob& dmob) const
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{
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props_.relperm(1, &s[0], &c, &mob[0], &dmob[0]);
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const double* mu = props_.viscosity();
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mob[0] /= mu[0];
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mob[1] /= mu[1];
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/// \endcode
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/// \page tutorial4
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/// \details We
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/// recall that we use Fortran ordering for kr derivatives,
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/// therefore dmob[i*2 + j] is row j and column i of the
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/// matrix.
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/// Each row corresponds to a kr function, so which mu to
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/// divide by also depends on the row, j.
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/// \code
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dmob[0*2 + 0] /= mu[0];
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dmob[0*2 + 1] /= mu[1];
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dmob[1*2 + 0] /= mu[0];
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dmob[1*2 + 1] /= mu[1];
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}
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template <class Sat,
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class Pcap,
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class DPcap>
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void TwophaseFluid::pc(int /*c */, const Sat& /* s*/, Pcap& pcap, DPcap& dpcap) const
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{
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pcap = 0.;
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dpcap = 0.;
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}
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double TwophaseFluid::s_min(int c) const
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{
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return smin_[2*c + 0];
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}
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double TwophaseFluid::s_max(int c) const
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{
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return smax_[2*c + 0];
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}
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/// \endcode
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/// \page tutorial4
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/// \page tutorial4
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