opm-simulators/examples/problems/infiltrationproblem.hh
Andreas Lauser 59a82a0a40 Always use the reduction of the maximum of the weighted residual as convergence criterion
This should make things a much more robust, partially because now the
linear and the non-linear solvers use the same convergence criterion.

Also, this patch includes some collateral indentation improvements.
2014-03-04 18:06:56 +01:00

505 lines
16 KiB
C++

/*
Copyright (C) 2008-2013 by Andreas Lauser
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/>.
*/
/*!
* \file
* \copydoc Ewoms::InfiltrationProblem
*/
#ifndef EWOMS_INFILTRATION_PROBLEM_HH
#define EWOMS_INFILTRATION_PROBLEM_HH
#include <ewoms/models/pvs/pvsproperties.hh>
#include <opm/material/fluidstates/CompositionalFluidState.hpp>
#include <opm/material/fluidsystems/H2OAirMesityleneFluidSystem.hpp>
#include <opm/material/fluidmatrixinteractions/3p/3pParkerVanGenuchten.hpp>
#include <opm/material/fluidmatrixinteractions/3pAdapter.hpp>
#include <opm/material/constraintsolvers/ComputeFromReferencePhase.hpp>
#include <opm/material/heatconduction/Somerton.hpp>
#include <dune/grid/yaspgrid.hh>
#include <dune/common/version.hh>
#include <dune/common/fvector.hh>
#include <dune/common/fmatrix.hh>
#include <sstream>
#include <string>
namespace Ewoms {
template <class TypeTag>
class InfiltrationProblem;
}
namespace Opm {
namespace Properties {
NEW_TYPE_TAG(InfiltrationBaseProblem);
// Set the grid type
SET_TYPE_PROP(InfiltrationBaseProblem, Grid, Dune::YaspGrid<2>);
// Set the problem property
SET_TYPE_PROP(InfiltrationBaseProblem, Problem,
Ewoms::InfiltrationProblem<TypeTag>);
// Set the fluid system
SET_TYPE_PROP(
InfiltrationBaseProblem, FluidSystem,
Opm::FluidSystems::H2OAirMesitylene<typename GET_PROP_TYPE(TypeTag, Scalar)>);
// Enable gravity?
SET_BOOL_PROP(InfiltrationBaseProblem, EnableGravity, true);
// Write newton convergence?
SET_BOOL_PROP(InfiltrationBaseProblem, NewtonWriteConvergence, false);
// Maximum tolerated error in the Newton method
SET_SCALAR_PROP(InfiltrationBaseProblem, NewtonTolerance, 1e-8);
// -1 backward differences, 0: central differences, +1: forward differences
SET_INT_PROP(InfiltrationBaseProblem, NumericDifferenceMethod, 1);
// Set the material Law
SET_PROP(InfiltrationBaseProblem, MaterialLaw)
{
private:
typedef typename GET_PROP_TYPE(TypeTag, Scalar) Scalar;
typedef typename GET_PROP_TYPE(TypeTag, FluidSystem) FluidSystem;
enum { wPhaseIdx = FluidSystem::wPhaseIdx };
enum { nPhaseIdx = FluidSystem::nPhaseIdx };
enum { gPhaseIdx = FluidSystem::gPhaseIdx };
// define the three-phase material law
typedef Opm::ThreePParkerVanGenuchten<Scalar> ThreePLaw;
public:
// wrap the three-phase law in an adaptor to make use the generic
// material law API
typedef Opm::ThreePAdapter<wPhaseIdx, nPhaseIdx, gPhaseIdx, ThreePLaw> type;
};
// Set the heat conduction law
SET_PROP(InfiltrationBaseProblem, HeatConductionLaw)
{
private:
typedef typename GET_PROP_TYPE(TypeTag, Scalar) Scalar;
typedef typename GET_PROP_TYPE(TypeTag, FluidSystem) FluidSystem;
public:
// define the material law parameterized by absolute saturations
typedef Opm::Somerton<FluidSystem, Scalar> type;
};
// The default for the end time of the simulation
SET_SCALAR_PROP(InfiltrationBaseProblem, EndTime, 6e3);
// The default for the initial time step size of the simulation
SET_SCALAR_PROP(InfiltrationBaseProblem, InitialTimeStepSize, 60);
// The default DGF file to load
SET_STRING_PROP(InfiltrationBaseProblem, GridFile,
"./grids/infiltration_50x3.dgf");
} // namespace Properties
} // namespace Opm
namespace Ewoms {
/*!
* \ingroup VcfvTestProblems
* \brief Isothermal NAPL infiltration problem where LNAPL
* contaminates the unsaturated and the saturated groundwater
* zone.
*
* The 2D domain of this test problem is 500 m long and 10 m deep,
* where the lower part represents a slightly inclined groundwater
* table, and the upper part is the vadose zone. A LNAPL (Non-Aqueous
* Phase Liquid which is lighter than water) infiltrates (modelled
* with a Neumann boundary condition) into the vadose zone. Upon
* reaching the water table, it spreads (since lighter than water) and
* migrates on top of the water table in the direction of the slope.
* On its way through the vadose zone, it leaves a trace of residually
* trapped immobile NAPL, which can in the following dissolve and
* evaporate slowly, and eventually be transported by advection and
* diffusion.
*
* Left and right boundaries are constant hydraulic head boundaries
* (Dirichlet), Top and bottom are Neumann boundaries, all no-flow
* except for the small infiltration zone in the upper left part.
*/
template <class TypeTag>
class InfiltrationProblem : public GET_PROP_TYPE(TypeTag, BaseProblem)
{
typedef typename GET_PROP_TYPE(TypeTag, BaseProblem) ParentType;
typedef typename GET_PROP_TYPE(TypeTag, Scalar) Scalar;
typedef typename GET_PROP_TYPE(TypeTag, GridView) GridView;
typedef typename GET_PROP_TYPE(TypeTag, MaterialLaw) MaterialLaw;
typedef typename GET_PROP_TYPE(TypeTag, MaterialLawParams) MaterialLawParams;
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, TimeManager) TimeManager;
typedef typename GET_PROP_TYPE(TypeTag, FluidSystem) FluidSystem;
// copy some indices for convenience
typedef typename GET_PROP_TYPE(TypeTag, Indices) Indices;
enum {
// equation indices
conti0EqIdx = Indices::conti0EqIdx,
// number of phases/components
numPhases = FluidSystem::numPhases,
// component indices
NAPLIdx = FluidSystem::NAPLIdx,
H2OIdx = FluidSystem::H2OIdx,
airIdx = FluidSystem::airIdx,
// phase indices
wPhaseIdx = FluidSystem::wPhaseIdx,
gPhaseIdx = FluidSystem::gPhaseIdx,
nPhaseIdx = FluidSystem::nPhaseIdx,
// Grid and world dimension
dim = GridView::dimension,
dimWorld = GridView::dimensionworld
};
typedef typename GridView::ctype CoordScalar;
typedef Dune::FieldVector<CoordScalar, dimWorld> GlobalPosition;
typedef Dune::FieldMatrix<Scalar, dimWorld, dimWorld> DimMatrix;
public:
/*!
* \copydoc Doxygen::defaultProblemConstructor
*/
InfiltrationProblem(TimeManager &timeManager)
#if DUNE_VERSION_NEWER(DUNE_COMMON, 2, 3)
: ParentType(timeManager,
GET_PROP_TYPE(TypeTag, GridCreator)::grid().leafGridView()),
#else
: ParentType(timeManager,
GET_PROP_TYPE(TypeTag, GridCreator)::grid().leafView()),
#endif
eps_(1e-6)
{
temperature_ = 273.15 + 10.0; // -> 10 degrees Celsius
FluidSystem::init(/*tempMin=*/temperature_ - 1,
/*tempMax=*/temperature_ + 1,
/*nTemp=*/3,
/*pressMin=*/0.8 * 1e5,
/*pressMax=*/3 * 1e5,
/*nPress=*/200);
// intrinsic permeabilities
fineK_ = this->toDimMatrix_(1e-11);
coarseK_ = this->toDimMatrix_(1e-11);
// porosities
porosity_ = 0.40;
// residual saturations
materialParams_.setSwr(0.12);
materialParams_.setSwrx(0.12);
materialParams_.setSnr(0.07);
materialParams_.setSgr(0.03);
// parameters for the 3phase van Genuchten law
materialParams_.setVgAlpha(0.0005);
materialParams_.setVgN(4.);
materialParams_.setkrRegardsSnr(false);
// parameters for adsorption
materialParams_.setKdNAPL(0.);
materialParams_.setRhoBulk(1500.);
materialParams_.checkDefined();
}
/*!
* \name Problem parameters
*/
//! \{
/*!
* \copydoc VcfvProblem::shouldWriteRestartFile
*
* This problem writes a restart file after every time step.
*/
bool shouldWriteRestartFile() const
{ return true; }
/*!
* \copydoc VcfvProblem::name
*/
const std::string name() const
{
std::ostringstream oss;
oss << "infiltration_" << this->model().name();
return oss.str();
}
/*!
* \copydoc FvBaseMultiPhaseProblem::temperature
*/
template <class Context>
Scalar temperature(const Context &context, int spaceIdx, int timeIdx) const
{ return temperature_; }
/*!
* \copydoc FvBaseMultiPhaseProblem::intrinsicPermeability
*/
template <class Context>
const DimMatrix &intrinsicPermeability(const Context &context, int spaceIdx,
int timeIdx) const
{
const GlobalPosition &pos = context.pos(spaceIdx, timeIdx);
if (isFineMaterial_(pos))
return fineK_;
return coarseK_;
}
/*!
* \copydoc FvBaseMultiPhaseProblem::porosity
*/
template <class Context>
Scalar porosity(const Context &context, int spaceIdx, int timeIdx) const
{
// const GlobalPosition &pos = context.pos(spaceIdx, timeIdx);
// if (isFineMaterial_(pos))
// return finePorosity_;
// else
// return coarsePorosity_;
return porosity_;
}
/*!
* \copydoc FvBaseMultiPhaseProblem::materialLawParams
*/
template <class Context>
const MaterialLawParams &materialLawParams(const Context &context,
int spaceIdx, int timeIdx) const
{ return materialParams_; }
/*!
* \copydoc FvBaseMultiPhaseProblem::heatCapacitySolid
*
* In this case, we assume the rock-matrix to be quartz.
*/
template <class Context>
Scalar heatCapacitySolid(const Context &context, int spaceIdx,
int timeIdx) const
{
return 850. // specific heat capacity [J / (kg K)]
* 2650.; // density of sand [kg/m^3]
}
//! \}
/*!
* \name Boundary conditions
*/
//! \{
/*!
* \copydoc VcfvProblem::boundary
*/
template <class Context>
void boundary(BoundaryRateVector &values, const Context &context,
int spaceIdx, int timeIdx) const
{
const auto &pos = context.pos(spaceIdx, timeIdx);
if (onLeftBoundary_(pos) || onRightBoundary_(pos)) {
Opm::CompositionalFluidState<Scalar, FluidSystem> fs;
initialFluidState_(fs, context, spaceIdx, timeIdx);
values.setFreeFlow(context, spaceIdx, timeIdx, fs);
}
else if (onInlet_(pos)) {
RateVector molarRate(0.0);
molarRate[conti0EqIdx + NAPLIdx] = -0.001;
values.setMolarRate(molarRate);
Valgrind::CheckDefined(values);
}
else
values.setNoFlow();
}
//! \}
/*!
* \name Volume terms
*/
//! \{
/*!
* \copydoc VcfvProblem::initial
*/
template <class Context>
void initial(PrimaryVariables &values, const Context &context, int spaceIdx,
int timeIdx) const
{
Opm::CompositionalFluidState<Scalar, FluidSystem> fs;
initialFluidState_(fs, context, spaceIdx, timeIdx);
const auto &matParams = materialLawParams(context, spaceIdx, timeIdx);
values.assignMassConservative(fs, matParams, /*inEquilibrium=*/true);
Valgrind::CheckDefined(values);
}
/*!
* \copydoc VcfvProblem::source
*
* For this problem, the source term of all components is 0
* everywhere.
*/
template <class Context>
void source(RateVector &rate, const Context &context, int spaceIdx,
int timeIdx) const
{ rate = Scalar(0.0); }
//! \}
private:
bool onLeftBoundary_(const GlobalPosition &pos) const
{ return pos[0] < eps_; }
bool onRightBoundary_(const GlobalPosition &pos) const
{ return pos[0] > this->boundingBoxMax()[0] - eps_; }
bool onLowerBoundary_(const GlobalPosition &pos) const
{ return pos[1] < eps_; }
bool onUpperBoundary_(const GlobalPosition &pos) const
{ return pos[1] > this->boundingBoxMax()[1] - eps_; }
bool onInlet_(const GlobalPosition &pos) const
{ return onUpperBoundary_(pos) && 50 < pos[0] && pos[0] < 75; }
template <class FluidState, class Context>
void initialFluidState_(FluidState &fs, const Context &context,
int spaceIdx, int timeIdx) const
{
const GlobalPosition pos = context.pos(spaceIdx, timeIdx);
Scalar y = pos[1];
Scalar x = pos[0];
Scalar densityW = 1000.0;
Scalar pc = 9.81 * densityW * (y - (5 - 5e-4 * x));
if (pc < 0.0)
pc = 0.0;
// set pressures
const auto &matParams = materialLawParams(context, spaceIdx, timeIdx);
Scalar Sw = invertPCGW_(pc, matParams);
Scalar Swr = matParams.satResidual(wPhaseIdx);
Scalar Sgr = matParams.satResidual(gPhaseIdx);
if (Sw < Swr)
Sw = Swr;
if (Sw > 1 - Sgr)
Sw = 1 - Sgr;
Scalar Sg = 1 - Sw;
Valgrind::CheckDefined(Sw);
Valgrind::CheckDefined(Sg);
fs.setSaturation(wPhaseIdx, Sw);
fs.setSaturation(gPhaseIdx, Sg);
fs.setSaturation(nPhaseIdx, 0);
// set temperature of all phases
fs.setTemperature(temperature_);
// compute pressures
Scalar pcAll[numPhases];
Scalar pg = 1e5;
if (onLeftBoundary_(pos))
pg += 10e3;
MaterialLaw::capillaryPressures(pcAll, matParams, fs);
for (int phaseIdx = 0; phaseIdx < numPhases; ++phaseIdx)
fs.setPressure(phaseIdx, pg + (pcAll[phaseIdx] - pcAll[gPhaseIdx]));
// set composition of gas phase
fs.setMoleFraction(gPhaseIdx, H2OIdx, 1e-6);
fs.setMoleFraction(gPhaseIdx, airIdx,
1 - fs.moleFraction(gPhaseIdx, H2OIdx));
fs.setMoleFraction(gPhaseIdx, NAPLIdx, 0);
typedef Opm::ComputeFromReferencePhase<Scalar, FluidSystem> CFRP;
typename FluidSystem::ParameterCache paramCache;
CFRP::solve(fs, paramCache, gPhaseIdx,
/*setViscosity=*/false,
/*setEnthalpy=*/false);
fs.setMoleFraction(wPhaseIdx, H2OIdx,
1 - fs.moleFraction(wPhaseIdx, H2OIdx));
}
static Scalar invertPCGW_(Scalar pcIn, const MaterialLawParams &pcParams)
{
Scalar lower, upper;
int k;
int maxIt = 50;
Scalar bisLimit = 1.;
Scalar Sw, pcGW;
lower = 0.0;
upper = 1.0;
for (k = 1; k <= 25; k++) {
Sw = 0.5 * (upper + lower);
pcGW = MaterialLaw::pCGW(pcParams, Sw);
Scalar delta = pcGW - pcIn;
if (delta < 0.)
delta *= -1.;
if (delta < bisLimit) {
return (Sw);
}
if (k == maxIt) {
return (Sw);
}
if (pcGW > pcIn)
lower = Sw;
else
upper = Sw;
}
return 0;
}
bool isFineMaterial_(const GlobalPosition &pos) const
{
return 70. <= pos[0] && pos[0] <= 85. && 7.0 <= pos[1] && pos[1] <= 7.50;
}
DimMatrix fineK_;
DimMatrix coarseK_;
Scalar porosity_;
MaterialLawParams materialParams_;
Scalar temperature_;
Scalar eps_;
};
} // namespace Ewoms
#endif