Problem where is injected under a low permeable layer at a depth of 2700m.
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#include <ewoms/models/immiscible/immisciblemodel.hh>
#include <ewoms/linear/parallelamgbackend.hh>
#include <opm/material/fluidsystems/H2ON2FluidSystem.hpp>
#include <opm/material/fluidsystems/BrineCO2FluidSystem.hpp>
#include <opm/material/fluidstates/CompositionalFluidState.hpp>
#include <opm/material/fluidstates/ImmiscibleFluidState.hpp>
#include <opm/material/constraintsolvers/ComputeFromReferencePhase.hpp>
#include <opm/material/fluidmatrixinteractions/LinearMaterial.hpp>
#include <opm/material/fluidmatrixinteractions/RegularizedBrooksCorey.hpp>
#include <opm/material/fluidmatrixinteractions/EffToAbsLaw.hpp>
#include <opm/material/fluidmatrixinteractions/MaterialTraits.hpp>
#include <opm/material/heatconduction/Somerton.hpp>
#include <opm/material/binarycoefficients/Brine_CO2.hpp>
#include <opm/material/common/UniformTabulated2DFunction.hpp>
#include <opm/common/Unused.hpp>
#include <dune/grid/yaspgrid.hh>
#include <dune/grid/io/file/dgfparser/dgfyasp.hh>
#include <dune/common/version.hh>
#include <dune/common/fvector.hh>
#include <dune/common/fmatrix.hh>
#include <sstream>
#include <iostream>
#include <string>
Go to the source code of this file.
Classes | |
class | Ewoms::Co2InjectionProblem< TypeTag > |
Problem where ![]() | |
Functions | |
Ewoms::Properties::NEW_TYPE_TAG (Co2InjectionBaseProblem) | |
Ewoms::Properties::NEW_PROP_TAG (FluidSystemPressureLow) | |
Ewoms::Properties::NEW_PROP_TAG (FluidSystemPressureHigh) | |
Ewoms::Properties::NEW_PROP_TAG (FluidSystemNumPressure) | |
Ewoms::Properties::NEW_PROP_TAG (FluidSystemTemperatureLow) | |
Ewoms::Properties::NEW_PROP_TAG (FluidSystemTemperatureHigh) | |
Ewoms::Properties::NEW_PROP_TAG (FluidSystemNumTemperature) | |
Ewoms::Properties::NEW_PROP_TAG (MaxDepth) | |
Ewoms::Properties::NEW_PROP_TAG (Temperature) | |
Ewoms::Properties::NEW_PROP_TAG (SimulationName) | |
Ewoms::Properties::SET_TYPE_PROP (Co2InjectionBaseProblem, Grid, Dune::YaspGrid< 2 >) | |
Ewoms::Properties::SET_TYPE_PROP (Co2InjectionBaseProblem, Problem, Ewoms::Co2InjectionProblem< TypeTag >) | |
Ewoms::Properties::SET_PROP (Co2InjectionBaseProblem, FluidSystem) | |
Ewoms::Properties::SET_PROP (Co2InjectionBaseProblem, MaterialLaw) | |
Ewoms::Properties::SET_PROP (Co2InjectionBaseProblem, HeatConductionLaw) | |
Ewoms::Properties::SET_TAG_PROP (Co2InjectionBaseProblem, LinearSolverSplice, ParallelAmgLinearSolver) | |
Ewoms::Properties::SET_BOOL_PROP (Co2InjectionBaseProblem, NewtonWriteConvergence, false) | |
Ewoms::Properties::SET_BOOL_PROP (Co2InjectionBaseProblem, EnableGravity, true) | |
Ewoms::Properties::SET_SCALAR_PROP (Co2InjectionBaseProblem, FluidSystemPressureLow, 3e7) | |
Ewoms::Properties::SET_SCALAR_PROP (Co2InjectionBaseProblem, FluidSystemPressureHigh, 4e7) | |
Ewoms::Properties::SET_INT_PROP (Co2InjectionBaseProblem, FluidSystemNumPressure, 100) | |
Ewoms::Properties::SET_SCALAR_PROP (Co2InjectionBaseProblem, FluidSystemTemperatureLow, 290) | |
Ewoms::Properties::SET_SCALAR_PROP (Co2InjectionBaseProblem, FluidSystemTemperatureHigh, 500) | |
Ewoms::Properties::SET_INT_PROP (Co2InjectionBaseProblem, FluidSystemNumTemperature, 100) | |
Ewoms::Properties::SET_SCALAR_PROP (Co2InjectionBaseProblem, MaxDepth, 2500) | |
Ewoms::Properties::SET_SCALAR_PROP (Co2InjectionBaseProblem, Temperature, 293.15) | |
Ewoms::Properties::SET_STRING_PROP (Co2InjectionBaseProblem, SimulationName, "co2injection") | |
Ewoms::Properties::SET_SCALAR_PROP (Co2InjectionBaseProblem, EndTime, 1e4) | |
Ewoms::Properties::SET_SCALAR_PROP (Co2InjectionBaseProblem, InitialTimeStepSize, 250) | |
Ewoms::Properties::SET_STRING_PROP (Co2InjectionBaseProblem, GridFile, "data/co2injection.dgf") | |
Problem where is injected under a low permeable layer at a depth of 2700m.
The domain is sized 60m times 40m and consists of two layers, one which is moderately permeable ( ) for
and one with a lower intrinsic permeablility (
) in the rest of the domain.
gets injected by means of a forced-flow boundary condition into water-filled aquifer, which is situated 2700m below sea level, at the lower-right boundary (
) and migrates upwards due to buoyancy. It accumulates and eventually enters the lower permeable aquitard.
The boundary conditions applied by this problem are no-flow conditions on the top bottom and right boundaries and a free-flow boundary condition on the left. For the free-flow condition, hydrostatic pressure is assumed.