/*
Copyright 2017 TNO - Heat Transfer & Fluid Dynamics, Modelling & Optimization of the Subsurface
Copyright 2017 Statoil ASA.
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 3 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 .
*/
#ifndef OPM_AQUIFETP_HEADER_INCLUDED
#define OPM_AQUIFETP_HEADER_INCLUDED
#include
namespace Opm
{
template
class AquiferFetkovich: public AquiferInterface
{
public:
typedef AquiferInterface Base;
using typename Base::Simulator;
using typename Base::ElementContext;
using typename Base::FluidSystem;
using typename Base::BlackoilIndices;
using typename Base::RateVector;
using typename Base::IntensiveQuantities;
using typename Base::Eval;
using typename Base::Scalar;
using typename Base::FluidState;
using Base::waterCompIdx;
using Base::waterPhaseIdx;
AquiferFetkovich( const Aquancon::AquanconOutput& connection,
const std::unordered_map& cartesian_to_compressed,
const Simulator& ebosSimulator,
const Aquifetp::AQUFETP_data& aqufetp_data)
: Base(connection, cartesian_to_compressed, ebosSimulator)
, aqufetp_data_(aqufetp_data)
{}
void endTimeStep()
{
for (const auto& Qai: Base::Qai_) {
Base::W_flux_ += Qai*Base::ebos_simulator_.timeStepSize();
aquifer_pressure_ = aquiferPressure();
}
}
protected:
// Aquifer Fetkovich Specific Variables
// TODO: using const reference here will cause segmentation fault, which is very strange
const Aquifetp::AQUFETP_data aqufetp_data_;
Scalar aquifer_pressure_; // aquifer
inline void initializeConnections(const Aquancon::AquanconOutput& connection)
{
const auto& eclState = Base::ebos_simulator_.vanguard().eclState();
const auto& ugrid = Base::ebos_simulator_.vanguard().grid();
const auto& grid = eclState.getInputGrid();
Base::cell_idx_ = connection.global_index;
auto globalCellIdx = ugrid.globalCell();
assert( Base::cell_idx_ == connection.global_index);
assert( (Base::cell_idx_.size() == connection.influx_coeff.size()) );
assert( (connection.influx_coeff.size() == connection.influx_multiplier.size()) );
assert( (connection.influx_multiplier.size() == connection.reservoir_face_dir.size()) );
// We hack the cell depth values for now. We can actually get it from elementcontext pos
Base::cell_depth_.resize(Base::cell_idx_.size(), aqufetp_data_.d0);
Base::alphai_.resize(Base::cell_idx_.size(), 1.0);
Base::faceArea_connected_.resize(Base::cell_idx_.size(),0.0);
auto cell2Faces = Opm::UgGridHelpers::cell2Faces(ugrid);
auto faceCells = Opm::UgGridHelpers::faceCells(ugrid);
// Translate the C face tag into the enum used by opm-parser's TransMult class
Opm::FaceDir::DirEnum faceDirection;
// denom_face_areas is the sum of the areas connected to an aquifer
Scalar denom_face_areas = 0.;
Base::cellToConnectionIdx_.resize(Base::ebos_simulator_.gridView().size(/*codim=*/0), -1);
for (size_t idx = 0; idx < Base::cell_idx_.size(); ++idx)
{
const int cell_index = Base::cartesian_to_compressed_.at(Base::cell_idx_[idx]);
Base::cellToConnectionIdx_[cell_index] = idx;
const auto cellFacesRange = cell2Faces[cell_index];
for(auto cellFaceIter = cellFacesRange.begin(); cellFaceIter != cellFacesRange.end(); ++cellFaceIter)
{
// The index of the face in the compressed grid
const int faceIdx = *cellFaceIter;
// the logically-Cartesian direction of the face
const int faceTag = Opm::UgGridHelpers::faceTag(ugrid, cellFaceIter);
switch(faceTag)
{
case 0: faceDirection = Opm::FaceDir::XMinus;
break;
case 1: faceDirection = Opm::FaceDir::XPlus;
break;
case 2: faceDirection = Opm::FaceDir::YMinus;
break;
case 3: faceDirection = Opm::FaceDir::YPlus;
break;
case 4: faceDirection = Opm::FaceDir::ZMinus;
break;
case 5: faceDirection = Opm::FaceDir::ZPlus;
break;
default: OPM_THROW(Opm::NumericalIssue,"Initialization of Aquifer problem. Make sure faceTag is correctly defined");
}
if (faceDirection == connection.reservoir_face_dir.at(idx))
{
Base::faceArea_connected_.at(idx) = Base::getFaceArea(faceCells, ugrid, faceIdx, idx, connection);
denom_face_areas += ( connection.influx_multiplier.at(idx) * Base::faceArea_connected_.at(idx) );
}
}
auto cellCenter = grid.getCellCenter(Base::cell_idx_.at(idx));
Base::cell_depth_.at(idx) = cellCenter[2];
}
const double eps_sqrt = std::sqrt(std::numeric_limits::epsilon());
for (size_t idx = 0; idx < Base::cell_idx_.size(); ++idx)
{
Base::alphai_.at(idx) = (denom_face_areas < eps_sqrt)? // Prevent no connection NaNs due to division by zero
0.
: ( connection.influx_multiplier.at(idx) * Base::faceArea_connected_.at(idx) )/denom_face_areas;
}
}
inline Eval dpai(int idx)
{
const Eval dp = aquifer_pressure_ - Base::pressure_current_.at(idx)
+ Base::rhow_[idx] * Base::gravity_()*(Base::cell_depth_[idx] - aqufetp_data_.d0);
return dp;
}
// This function implements Eq 5.12 of the EclipseTechnicalDescription
inline Scalar aquiferPressure()
{
Scalar Flux = Base::W_flux_.value();
Scalar pa_ = Base::pa0_ - Flux / ( aqufetp_data_.C_t * aqufetp_data_.V0 );
return pa_;
}
inline void calculateAquiferConstants()
{
Base::Tc_ = ( aqufetp_data_.C_t * aqufetp_data_.V0 ) / aqufetp_data_.J ;
}
// This function implements Eq 5.14 of the EclipseTechnicalDescription
inline void calculateInflowRate(int idx, const Simulator& simulator)
{
const Scalar td_Tc_ = simulator.timeStepSize() / Base::Tc_ ;
const Scalar coef = (1 - exp(-td_Tc_)) / td_Tc_;
Base::Qai_.at(idx) = Base::alphai_[idx] * aqufetp_data_.J * dpai(idx) * coef;
}
inline void calculateAquiferCondition()
{
Base::rhow_.resize(Base::cell_idx_.size(),0.);
if (!aqufetp_data_.p0)
{
Base::pa0_ = calculateReservoirEquilibrium();
}
else
{
Base::pa0_ = *(aqufetp_data_.p0);
}
aquifer_pressure_ = Base::pa0_ ;
}
inline Scalar calculateReservoirEquilibrium()
{
// Since the global_indices are the reservoir index, we just need to extract the fluidstate at those indices
std::vector pw_aquifer;
Scalar water_pressure_reservoir;
ElementContext elemCtx(Base::ebos_simulator_);
const auto& gridView = Base::ebos_simulator_.gridView();
auto elemIt = gridView.template begin*codim=*/0>();
const auto& elemEndIt = gridView.template end*codim=*/0>();
for (; elemIt != elemEndIt; ++elemIt) {
const auto& elem = *elemIt;
elemCtx.updatePrimaryStencil(elem);
size_t cellIdx = elemCtx.globalSpaceIndex(/*spaceIdx=*/0, /*timeIdx=*/0);
int idx = Base::cellToConnectionIdx_[cellIdx];
if (idx < 0)
continue;
elemCtx.updatePrimaryIntensiveQuantities(/*timeIdx=*/0);
const auto& iq0 = elemCtx.intensiveQuantities(/*spaceIdx=*/0, /*timeIdx=*/0);
const auto& fs = iq0.fluidState();
water_pressure_reservoir = fs.pressure(waterPhaseIdx).value();
Base::rhow_[idx] = fs.density(waterPhaseIdx);
pw_aquifer.push_back( (water_pressure_reservoir - Base::rhow_[idx].value()*Base::gravity_()*(Base::cell_depth_[idx] - aqufetp_data_.d0))*Base::alphai_[idx] );
}
// We take the average of the calculated equilibrium pressures.
const Scalar sum_alpha = std::accumulate(this->alphai_.begin(), this->alphai_.end(), 0.);
const Scalar aquifer_pres_avg = std::accumulate(pw_aquifer.begin(), pw_aquifer.end(), 0.) / sum_alpha;
return aquifer_pres_avg;
}
}; //Class AquiferFetkovich
} // namespace Opm
#endif