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https://github.com/OPM/ResInsight.git
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154 lines
7.3 KiB
C++
154 lines
7.3 KiB
C++
/////////////////////////////////////////////////////////////////////////////////
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//
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// Copyright (C) 2023 Equinor ASA
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//
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// ResInsight is free software: you can redistribute it and/or modify
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// it under the terms of the GNU General Public License as published by
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// the Free Software Foundation, either version 3 of the License, or
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// (at your option) any later version.
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//
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// ResInsight is distributed in the hope that it will be useful, but WITHOUT ANY
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// WARRANTY; without even the implied warranty of MERCHANTABILITY or
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// FITNESS FOR A PARTICULAR PURPOSE.
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//
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// See the GNU General Public License at <http://www.gnu.org/licenses/gpl.html>
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// for more details.
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//
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/////////////////////////////////////////////////////////////////////////////////
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#include "RimFaultReactivationDataAccessorStress.h"
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#include "RiaEclipseUnitTools.h"
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#include "RiaLogging.h"
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#include "RigFaultReactivationModel.h"
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#include "RigFemAddressDefines.h"
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#include "RigFemPartCollection.h"
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#include "RigFemPartResultsCollection.h"
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#include "RigFemResultAddress.h"
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#include "RigFemScalarResultFrames.h"
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#include "RigGeoMechCaseData.h"
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#include "RigGeoMechWellLogExtractor.h"
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#include "RigGriddedPart3d.h"
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#include "RigWellPath.h"
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#include "RimFaultReactivationDataAccessorWellLogExtraction.h"
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#include "RimFaultReactivationEnums.h"
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#include "RimGeoMechCase.h"
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#include "RimWellIADataAccess.h"
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#include "cvfVector3.h"
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#include <cmath>
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#include <limits>
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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RimFaultReactivationDataAccessorStress::RimFaultReactivationDataAccessorStress( RimFaultReactivation::Property property,
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double gradient,
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double seabedDepth )
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: m_property( property )
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, m_gradient( gradient )
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, m_seabedDepth( seabedDepth )
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{
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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RimFaultReactivationDataAccessorStress::~RimFaultReactivationDataAccessorStress()
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{
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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bool RimFaultReactivationDataAccessorStress::isMatching( RimFaultReactivation::Property property ) const
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{
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return property == m_property;
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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double RimFaultReactivationDataAccessorStress::valueAtPosition( const cvf::Vec3d& position,
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const RigFaultReactivationModel& model,
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RimFaultReactivation::GridPart gridPart,
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double topDepth,
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double bottomDepth,
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size_t elementIndex ) const
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{
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if ( !isDataAvailable() ) return std::numeric_limits<double>::infinity();
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cvf::Vec3d topPosition( position.x(), position.y(), topDepth );
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cvf::Vec3d bottomPosition( position.x(), position.y(), bottomDepth );
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auto part = model.grid( gridPart );
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auto [isOk, elementSet] = findElementSetForElementIndex( part->elementSets(), static_cast<int>( elementIndex ) );
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if ( isPositionValid( position, topPosition, bottomPosition, gridPart ) )
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{
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if ( m_property == RimFaultReactivation::Property::StressTop )
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{
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auto [porBar, extractionPos] = calculatePorBar( topPosition, elementSet, m_gradient, gridPart );
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if ( std::isinf( porBar ) ) return porBar;
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double s33 = extractStressValue( StressType::S33, extractionPos, gridPart );
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return -RiaEclipseUnitTools::barToPascal( s33 - porBar );
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}
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else if ( m_property == RimFaultReactivation::Property::StressBottom )
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{
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auto [porBar, extractionPos] = calculatePorBar( bottomPosition, elementSet, m_gradient, gridPart );
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if ( std::isinf( porBar ) ) return porBar;
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double s33 = extractStressValue( StressType::S33, extractionPos, gridPart );
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return -RiaEclipseUnitTools::barToPascal( s33 - porBar );
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}
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else if ( m_property == RimFaultReactivation::Property::DepthTop )
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{
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return topDepth;
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}
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else if ( m_property == RimFaultReactivation::Property::DepthBottom )
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{
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return bottomDepth;
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}
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else if ( m_property == RimFaultReactivation::Property::LateralStressComponentX )
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{
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return lateralStressComponentX( position, elementSet, gridPart );
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}
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else if ( m_property == RimFaultReactivation::Property::LateralStressComponentY )
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{
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return lateralStressComponentY( position, elementSet, gridPart );
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}
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}
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return std::numeric_limits<double>::infinity();
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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double RimFaultReactivationDataAccessorStress::lateralStressComponentX( const cvf::Vec3d& position,
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RimFaultReactivation::ElementSets elementSet,
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RimFaultReactivation::GridPart gridPart ) const
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{
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auto [porBar, extractionPos] = calculatePorBar( position, elementSet, m_gradient, gridPart );
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if ( std::isinf( porBar ) ) return porBar;
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double s11 = extractStressValue( StressType::S11, extractionPos, gridPart );
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double s33 = extractStressValue( StressType::S33, extractionPos, gridPart );
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return ( s11 - porBar ) / ( s33 - porBar );
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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double RimFaultReactivationDataAccessorStress::lateralStressComponentY( const cvf::Vec3d& position,
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RimFaultReactivation::ElementSets elementSet,
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RimFaultReactivation::GridPart gridPart ) const
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{
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auto [porBar, extractionPos] = calculatePorBar( position, elementSet, m_gradient, gridPart );
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if ( std::isinf( porBar ) ) return porBar;
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double s22 = extractStressValue( StressType::S22, extractionPos, gridPart );
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double s33 = extractStressValue( StressType::S33, extractionPos, gridPart );
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return ( s22 - porBar ) / ( s33 - porBar );
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}
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