opm-simulators/examples/tutorial1problem.hh
Andreas Lauser 290584dddc clean up the licensing preable of source files
the in-file lists of authors has been removed in favor of a global
list of authors in the LICENSE file. this is done because (a)
maintaining a list of authors at the beginning of a file is a major
pain in the a**, (b) the list of authors was not accurate in about 85%
of all cases where more than one person was involved and (c) this list
is not legally binding in any way (the copyright is at the person who
authored a given change, if these lists had any legal relevance, one
could "aquire" the copyright of the module by forking it and removing
the lists...)

the only exception of this is the eWoms fork of dune-istl's solvers.hh
file. This is beneficial because the authors of that file do not
appear in the global list. Further, carrying the fork of that file is
required because we would like to use a reasonable convergence
criterion for the linear solver. (the solvers from dune-istl do
neither support user-defined convergence criteria not do the
developers want support for it. (my patch was rejected a few years
ago.))
2016-03-17 13:20:20 +01:00

309 lines
12 KiB
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// -*- mode: C++; tab-width: 4; indent-tabs-mode: nil; c-basic-offset: 4 -*-
// vi: set et ts=4 sw=4 sts=4:
/*
This file is part of the Open Porous Media project (OPM).
OPM is free software: you can redistribute it and/or modify
it under the terms of the GNU General Public License as published by
the Free Software Foundation, either version 2 of the License, or
(at your option) any later version.
OPM is distributed in the hope that it will be useful,
but WITHOUT ANY WARRANTY; without even the implied warranty of
MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
GNU General Public License for more details.
You should have received a copy of the GNU General Public License
along with OPM. If not, see <http://www.gnu.org/licenses/>.
Consult the COPYING file in the top-level source directory of this
module for the precise wording of the license and the list of
copyright holders.
*/
/*!
* \file
*
* \copydoc Ewoms::Tutorial1Problem
*/
#ifndef EWOMS_TUTORIAL1_PROBLEM_HH /*@\label{tutorial1:guardian1}@*/
#define EWOMS_TUTORIAL1_PROBLEM_HH /*@\label{tutorial1:guardian2}@*/
// The numerical model
#include <ewoms/models/immiscible/immisciblemodel.hh>
// The spatial discretization (VCFV == Vertex-Centered Finite Volumes)
#include <ewoms/disc/vcfv/vcfvdiscretization.hh> /*@\label{tutorial1:include-discretization}@*/
// The chemical species that are used
#include <opm/material/components/SimpleH2O.hpp>
#include <opm/material/components/Lnapl.hpp>
// Headers required for the capillary pressure law
#include <opm/material/fluidmatrixinteractions/RegularizedBrooksCorey.hpp> /*@\label{tutorial1:rawLawInclude}@*/
#include <opm/material/fluidmatrixinteractions/EffToAbsLaw.hpp>
#include <opm/material/fluidmatrixinteractions/MaterialTraits.hpp>
// For the DUNE grid
#include <dune/grid/yaspgrid.hh> /*@\label{tutorial1:include-grid-manager}@*/
#include <ewoms/io/cubegridmanager.hh> /*@\label{tutorial1:include-grid-manager}@*/
// For Dune::FieldMatrix
#include <dune/common/fmatrix.hh>
#include <dune/common/version.hh>
namespace Ewoms {
// forward declaration of the problem class
template <class TypeTag>
class Tutorial1Problem;
}
namespace Ewoms {
namespace Properties {
// Create a new type tag for the problem
NEW_TYPE_TAG(Tutorial1Problem, INHERITS_FROM(ImmiscibleTwoPhaseModel)); /*@\label{tutorial1:create-type-tag}@*/
// Select the vertex centered finite volume method as spatial discretization
SET_TAG_PROP(Tutorial1Problem, SpatialDiscretizationSplice,
VcfvDiscretization); /*@\label{tutorial1:set-spatial-discretization}@*/
// Set the "Problem" property
SET_TYPE_PROP(Tutorial1Problem, Problem,
Ewoms::Tutorial1Problem<TypeTag>); /*@\label{tutorial1:set-problem}@*/
// Set grid and the grid manager to be used
SET_TYPE_PROP(Tutorial1Problem, Grid, Dune::YaspGrid</*dim=*/2>); /*@\label{tutorial1:set-grid}@*/
SET_TYPE_PROP(Tutorial1Problem, GridManager, Ewoms::CubeGridManager<TypeTag>); /*@\label{tutorial1:set-grid-manager}@*/
// Set the wetting phase /*@\label{tutorial1:2p-system-start}@*/
SET_TYPE_PROP(Tutorial1Problem,
WettingPhase, /*@\label{tutorial1:wettingPhase}@*/
Opm::LiquidPhase<typename GET_PROP_TYPE(TypeTag, Scalar),
Opm::SimpleH2O<typename GET_PROP_TYPE(TypeTag, Scalar)> >);
// Set the non-wetting phase
SET_TYPE_PROP(Tutorial1Problem,
NonwettingPhase, /*@\label{tutorial1:nonwettingPhase}@*/
Opm::LiquidPhase<typename GET_PROP_TYPE(TypeTag, Scalar),
Opm::LNAPL<typename GET_PROP_TYPE(TypeTag, Scalar)> >); /*@\label{tutorial1:2p-system-end}@*/
// Set the material law
SET_PROP(Tutorial1Problem, MaterialLaw)
{
private:
// create a class holding the necessary information for a
// two-phase capillary pressure law
typedef typename GET_PROP_TYPE(TypeTag, Scalar) Scalar;
typedef typename GET_PROP_TYPE(TypeTag, FluidSystem) FluidSystem;
enum { wettingPhaseIdx = FluidSystem::wettingPhaseIdx };
enum { nonWettingPhaseIdx = FluidSystem::nonWettingPhaseIdx };
typedef Opm::TwoPhaseMaterialTraits<Scalar, wettingPhaseIdx, nonWettingPhaseIdx> Traits;
// define the material law which is parameterized by effective
// saturations
typedef Opm::RegularizedBrooksCorey<Traits> RawMaterialLaw; /*@\label{tutorial1:rawlaw}@*/
public:
// Convert absolute saturations into effective ones before passing
// it to the base capillary pressure law
typedef Opm::EffToAbsLaw<RawMaterialLaw> type; /*@\label{tutorial1:eff2abs}@*/
};
// Disable gravity
SET_BOOL_PROP(Tutorial1Problem, EnableGravity, false); /*@\label{tutorial1:gravity}@*/
// define how long the simulation should run [s]
SET_SCALAR_PROP(Tutorial1Problem, EndTime, 100e3); /*@\label{tutorial1:default-params-begin}@*/
// define the size of the initial time step [s]
SET_SCALAR_PROP(Tutorial1Problem, InitialTimeStepSize, 125.0);
// define the physical size of the problem's domain [m]
SET_SCALAR_PROP(Tutorial1Problem, DomainSizeX, 300.0); /*@\label{tutorial1:grid-default-params-begin}@*/
SET_SCALAR_PROP(Tutorial1Problem, DomainSizeY, 60.0);
SET_SCALAR_PROP(Tutorial1Problem, DomainSizeZ, 0.0);
// // define the number of cells used for discretizing the physical domain
SET_INT_PROP(Tutorial1Problem, CellsX, 100);
SET_INT_PROP(Tutorial1Problem, CellsY, 1);
SET_INT_PROP(Tutorial1Problem, CellsZ, 1); /*@\label{tutorial1:default-params-end}@*/
} // namespace Properties
} // namespace Ewoms
namespace Ewoms {
//! Tutorial problem using the "immiscible" model.
template <class TypeTag>
class Tutorial1Problem
: public GET_PROP_TYPE(TypeTag, BaseProblem) /*@\label{tutorial1:def-problem}@*/
{
typedef typename GET_PROP_TYPE(TypeTag, BaseProblem) ParentType;
typedef typename GET_PROP_TYPE(TypeTag, Scalar) Scalar;
typedef typename GET_PROP_TYPE(TypeTag, GridView) GridView;
// Grid dimension
enum { dimWorld = GridView::dimensionworld };
// The type of the intrinsic permeability tensor
typedef Dune::FieldMatrix<Scalar, dimWorld, dimWorld> DimMatrix;
// eWoms specific types are specified via the property system
typedef typename GET_PROP_TYPE(TypeTag, Simulator) Simulator;
typedef typename GET_PROP_TYPE(TypeTag, PrimaryVariables) PrimaryVariables;
typedef typename GET_PROP_TYPE(TypeTag, RateVector) RateVector;
typedef typename GET_PROP_TYPE(TypeTag, BoundaryRateVector) BoundaryRateVector;
typedef typename GET_PROP_TYPE(TypeTag, FluidSystem) FluidSystem;
typedef typename GET_PROP_TYPE(TypeTag, Indices) Indices;
typedef typename GET_PROP_TYPE(TypeTag, MaterialLaw) MaterialLaw;
typedef typename GET_PROP_TYPE(TypeTag, MaterialLawParams) MaterialLawParams; /*@\label{tutorial1:matLawObjectType}@*/
// phase indices
enum { numPhases = FluidSystem::numPhases };
enum { wettingPhaseIdx = FluidSystem::wettingPhaseIdx };
enum { nonWettingPhaseIdx = FluidSystem::nonWettingPhaseIdx };
// Indices of the conservation equations
enum { contiWettingEqIdx = Indices::conti0EqIdx + wettingPhaseIdx };
enum { contiNonWettingEqIdx = Indices::conti0EqIdx + nonWettingPhaseIdx };
public:
//! The constructor of the problem. This only _allocates_ the memory required by the
//! problem. The constructor is supposed to _never ever_ throw an exception.
Tutorial1Problem(Simulator &simulator)
: ParentType(simulator)
, eps_(3e-6)
{ }
//! This method initializes the data structures allocated by the problem
//! constructor. In contrast to the constructor, exceptions thrown from within this
//! method won't lead to segmentation faults.
void finishInit()
{
ParentType::finishInit();
// Use an isotropic and homogeneous intrinsic permeability
K_ = this->toDimMatrix_(1e-7);
// Parameters of the Brooks-Corey law
materialParams_.setEntryPressure(500.0 /*Pa*/); /*@\label{tutorial1:setLawParams}@*/
materialParams_.setLambda(2); // shape parameter
// Set the residual saturations
materialParams_.setResidualSaturation(wettingPhaseIdx, 0.0);
materialParams_.setResidualSaturation(nonWettingPhaseIdx, 0.0);
// wrap up the initialization of the material law's parameters
materialParams_.finalize();
}
//! Specifies the problem name. This is used for files generated by the simulation.
std::string name() const
{ return "tutorial1"; }
//! Returns the temperature at a given position.
template <class Context>
Scalar temperature(const Context &context, int spaceIdx, int timeIdx) const
{ return 283.15; }
//! Returns the intrinsic permeability tensor [m^2] at a position.
template <class Context>
const DimMatrix &intrinsicPermeability(const Context &context, /*@\label{tutorial1:permeability}@*/
int spaceIdx, int timeIdx) const
{ return K_; }
//! Defines the porosity [-] of the medium at a given position
template <class Context>
Scalar porosity(const Context &context,
int spaceIdx, int timeIdx) const /*@\label{tutorial1:porosity}@*/
{ return 0.2; }
//! Returns the parameter object for the material law at a given position
template <class Context>
const MaterialLawParams &materialLawParams(const Context &context, /*@\label{tutorial1:matLawParams}@*/
int spaceIdx, int timeIdx) const
{ return materialParams_; }
//! Evaluates the boundary conditions.
template <class Context>
void boundary(BoundaryRateVector &values, const Context &context,
int spaceIdx, int timeIdx) const
{
const auto &pos = context.pos(spaceIdx, timeIdx);
if (pos[0] < eps_) {
// Free-flow conditions on left boundary
const auto &materialParams = this->materialLawParams(context, spaceIdx, timeIdx);
Opm::ImmiscibleFluidState<Scalar, FluidSystem> fs;
Scalar Sw = 1.0;
fs.setSaturation(wettingPhaseIdx, Sw);
fs.setSaturation(nonWettingPhaseIdx, 1.0 - Sw);
fs.setTemperature(temperature(context, spaceIdx, timeIdx));
Scalar pC[numPhases];
MaterialLaw::capillaryPressures(pC, materialParams, fs);
fs.setPressure(wettingPhaseIdx, 200e3);
fs.setPressure(nonWettingPhaseIdx, 200e3 + pC[nonWettingPhaseIdx] - pC[nonWettingPhaseIdx]);
values.setFreeFlow(context, spaceIdx, timeIdx, fs);
}
else if (pos[0] > this->boundingBoxMax()[0] - eps_) {
// forced outflow at the right boundary
RateVector massRate(0.0);
massRate[contiWettingEqIdx] = 0.0; // [kg / (s m^2)]
massRate[contiNonWettingEqIdx] = 3e-2; // [kg / (s m^2)]
values.setMassRate(massRate);
}
else // no flow at the remaining boundaries
values.setNoFlow();
}
//! Evaluates the source term for all conserved quantities at a given
//! position of the domain [kg/(m^3 * s)]. Positive values mean that
//! mass is created.
template <class Context>
void source(RateVector &source, const Context &context, int spaceIdx,
int timeIdx) const
{
source[contiWettingEqIdx] = 0.0;
source[contiNonWettingEqIdx] = 0.0;
}
//! Evaluates the initial value at a given position in the domain.
template <class Context>
void initial(PrimaryVariables &values, const Context &context, int spaceIdx,
int timeIdx) const
{
Opm::ImmiscibleFluidState<Scalar, FluidSystem> fs;
// the domain is initially fully saturated by LNAPL
Scalar Sw = 0.0;
fs.setSaturation(wettingPhaseIdx, Sw);
fs.setSaturation(nonWettingPhaseIdx, 1.0 - Sw);
// the temperature is given by the temperature() method
fs.setTemperature(temperature(context, spaceIdx, timeIdx));
// set pressure of the wetting phase to 200 kPa = 2 bar
Scalar pC[numPhases];
MaterialLaw::capillaryPressures(pC, materialLawParams(context, spaceIdx,
timeIdx),
fs);
fs.setPressure(wettingPhaseIdx, 200e3);
fs.setPressure(nonWettingPhaseIdx, 200e3 + pC[nonWettingPhaseIdx] - pC[nonWettingPhaseIdx]);
values.assignNaive(fs);
}
private:
DimMatrix K_;
// Object that holds the parameters of required by the capillary pressure law.
MaterialLawParams materialParams_; /*@\label{tutorial1:matParamsObject}@*/
// small epsilon value
Scalar eps_;
};
} // namespace Ewoms
#endif