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Merge pull request #6344 from OPM/shear-slip-indicator-6308

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#6308 GeoMech: Add shear slip indicator calculation.
This commit is contained in:
Kristian Bendiksen 2020-08-24 18:59:43 +02:00 committed by GitHub
commit 2ec5f83dad
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7 changed files with 249 additions and 0 deletions
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2
ApplicationCode/GeoMech/GeoMechDataModel/CMakeLists.txt
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@ -98,6 +98,8 @@ add_library( ${PROJECT_NAME}
RigFemPartResultCalculatorPorosityPermeability.cpp
RigFemPartResultCalculatorMudWeightWindow.h
RigFemPartResultCalculatorMudWeightWindow.cpp
RigFemPartResultCalculatorShearSlipIndicator.h
RigFemPartResultCalculatorShearSlipIndicator.cpp
RimGeoMechGeometrySelectionItem.h
RimGeoMechGeometrySelectionItem.cpp
)

163
ApplicationCode/GeoMech/GeoMechDataModel/RigFemPartResultCalculatorShearSlipIndicator.cpp Normal file
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@ -0,0 +1,163 @@
/////////////////////////////////////////////////////////////////////////////////
//
// Copyright (C) 2020- Equinor ASA
//
// ResInsight 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.
//
// ResInsight 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 at <http://www.gnu.org/licenses/gpl.html>
// for more details.
//
/////////////////////////////////////////////////////////////////////////////////
#include "RigFemPartResultCalculatorShearSlipIndicator.h"
#include "RigFemPart.h"
#include "RigFemPartCollection.h"
#include "RigFemPartGrid.h"
#include "RigFemPartResultsCollection.h"
#include "RigFemResultAddress.h"
#include "RigFemScalarResultFrames.h"
#include "RigGeoMechWellLogExtractor.h"
#include "cafProgressInfo.h"
#include <QString>
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
RigFemPartResultCalculatorShearSlipIndicator::RigFemPartResultCalculatorShearSlipIndicator( RigFemPartResultsCollection& collection )
: RigFemPartResultCalculator( collection )
{
}
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
RigFemPartResultCalculatorShearSlipIndicator::~RigFemPartResultCalculatorShearSlipIndicator()
{
}
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
bool RigFemPartResultCalculatorShearSlipIndicator::isMatching( const RigFemResultAddress& resVarAddr ) const
{
return ( resVarAddr.fieldName == "ST" || resVarAddr.componentName == "DPN" );
}
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
RigFemScalarResultFrames*
RigFemPartResultCalculatorShearSlipIndicator::calculate( int partIndex, const RigFemResultAddress& resVarAddr )
{
CVF_ASSERT( isMatching( resVarAddr ) );
caf::ProgressInfo frameCountProgress( m_resultCollection->frameCount() * 3, "" );
frameCountProgress.setProgressDescription( "Calculating Shear Slip Indicator." );
// Pore pressure
frameCountProgress.setNextProgressIncrement( m_resultCollection->frameCount() );
RigFemScalarResultFrames* porePressureDataFrames =
m_resultCollection->findOrLoadScalarResult( partIndex,
RigFemResultAddress( resVarAddr.resultPosType, "POR-Bar", "" ) );
frameCountProgress.incrementProgress();
// Total vertical stress (ST.S33)
frameCountProgress.setNextProgressIncrement( m_resultCollection->frameCount() );
RigFemScalarResultFrames* stressDataFrames =
m_resultCollection->findOrLoadScalarResult( partIndex,
RigFemResultAddress( resVarAddr.resultPosType, "ST", "S33" ) );
frameCountProgress.incrementProgress();
frameCountProgress.setNextProgressIncrement( m_resultCollection->frameCount() );
RigFemScalarResultFrames* shearSlipIndicatorFrames =
m_resultCollection->createScalarResult( partIndex, RigFemResultAddress( resVarAddr.resultPosType, "ST", "DPN" ) );
const RigFemPart* femPart = m_resultCollection->parts()->part( partIndex );
const RigFemPartGrid* femPartGrid = femPart->getOrCreateStructGrid();
float inf = std::numeric_limits<float>::infinity();
frameCountProgress.setNextProgressIncrement( 1u );
int frameCount = stressDataFrames->frameCount();
for ( int fIdx = 0; fIdx < frameCount; ++fIdx )
{
const std::vector<float>& porFrameData = porePressureDataFrames->frameData( fIdx );
const std::vector<float>& stressFrameData = stressDataFrames->frameData( fIdx );
std::vector<float>& shearSlipIndicatorFrameData = shearSlipIndicatorFrames->frameData( fIdx );
size_t valCount = stressFrameData.size();
shearSlipIndicatorFrameData.resize( valCount );
int elementCount = femPart->elementCount();
#pragma omp parallel for
for ( int elmIdx = 0; elmIdx < elementCount; ++elmIdx )
{
RigElementType elmType = femPart->elementType( elmIdx );
int elmNodeCount = RigFemTypes::elementNodeCount( femPart->elementType( elmIdx ) );
if ( femPart->isHexahedron( elmIdx ) )
{
for ( int elmNodIdx = 0; elmNodIdx < elmNodeCount; ++elmNodIdx )
{
// Use hydrostatic pressure from cell centroid.
// Use centroid to avoid intra-element differences
cvf::Vec3d cellCentroid = femPartGrid->cellCentroid( elmIdx );
double cellCentroidTvdMSL = -cellCentroid.z();
double waterDensity = m_resultCollection->waterDensityShearSlipIndicator();
double cellCenterHydroStaticPressure =
RigGeoMechWellLogExtractor::hydroStaticPorePressureAtDepth( cellCentroidTvdMSL, waterDensity );
size_t elmNodResIdx = femPart->elementNodeResultIdx( elmIdx, elmNodIdx );
if ( elmNodResIdx < stressFrameData.size() )
{
// Pore pressure (unit: Bar)
float porePressureBar = porFrameData[elmNodResIdx];
float totalVerticalStress = stressFrameData[elmNodResIdx];
float shearSlipIndicator = inf;
if ( porePressureBar != inf && totalVerticalStress - cellCenterHydroStaticPressure != 0.0 )
{
shearSlipIndicator = ( porePressureBar - cellCenterHydroStaticPressure ) /
( totalVerticalStress - cellCenterHydroStaticPressure );
}
shearSlipIndicatorFrameData[elmNodResIdx] = shearSlipIndicator;
}
}
}
else
{
for ( int elmNodIdx = 0; elmNodIdx < elmNodeCount; ++elmNodIdx )
{
size_t elmNodResIdx = femPart->elementNodeResultIdx( elmIdx, elmNodIdx );
if ( elmNodResIdx < stressFrameData.size() )
{
shearSlipIndicatorFrameData[elmNodResIdx] = inf;
}
}
}
}
frameCountProgress.incrementProgress();
}
RigFemScalarResultFrames* requestedResultFrames = m_resultCollection->findOrLoadScalarResult( partIndex, resVarAddr );
return requestedResultFrames;
}

37
ApplicationCode/GeoMech/GeoMechDataModel/RigFemPartResultCalculatorShearSlipIndicator.h Normal file
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@ -0,0 +1,37 @@
/////////////////////////////////////////////////////////////////////////////////
//
// Copyright (C) 2020- Equinor ASA
//
// ResInsight 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.
//
// ResInsight 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 at <http://www.gnu.org/licenses/gpl.html>
// for more details.
//
/////////////////////////////////////////////////////////////////////////////////
#pragma once
#include "RigFemPartResultCalculator.h"
class RigFemPartResultsCollection;
class RigFemScalarResultFrames;
class RigFemResultAddress;
//==================================================================================================
///
//==================================================================================================
class RigFemPartResultCalculatorShearSlipIndicator : public RigFemPartResultCalculator
{
public:
explicit RigFemPartResultCalculatorShearSlipIndicator( RigFemPartResultsCollection& collection );
virtual ~RigFemPartResultCalculatorShearSlipIndicator();
bool isMatching( const RigFemResultAddress& resVarAddr ) const override;
RigFemScalarResultFrames* calculate( int partIndex, const RigFemResultAddress& resVarAddr ) override;
};

28
ApplicationCode/GeoMech/GeoMechDataModel/RigFemPartResultsCollection.cpp
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@ -55,6 +55,7 @@
#include "RigFemPartResultCalculatorSM.h"
#include "RigFemPartResultCalculatorShearSE.h"
#include "RigFemPartResultCalculatorShearST.h"
#include "RigFemPartResultCalculatorShearSlipIndicator.h"
#include "RigFemPartResultCalculatorStressAnisotropy.h"
#include "RigFemPartResultCalculatorStressGradients.h"
#include "RigFemPartResultCalculatorSurfaceAlignedStress.h"
@ -126,6 +127,8 @@ RigFemPartResultsCollection::RigFemPartResultsCollection( RifGeoMechReaderInterf
m_nonReservoirPorePressureAddressMudWeightWindow = "";
m_hydrostaticMultiplierPPNonResMudWeightWindow = 1.0;
m_waterDensityShearSlipIndicator = 1.03;
m_resultCalculators.push_back(
std::unique_ptr<RigFemPartResultCalculator>( new RigFemPartResultCalculatorTimeLapse( *this ) ) );
m_resultCalculators.push_back(
@ -183,6 +186,8 @@ RigFemPartResultsCollection::RigFemPartResultsCollection( RifGeoMechReaderInterf
std::unique_ptr<RigFemPartResultCalculator>( new RigFemPartResultCalculatorPorosityPermeability( *this ) ) );
m_resultCalculators.push_back(
std::unique_ptr<RigFemPartResultCalculator>( new RigFemPartResultCalculatorMudWeightWindow( *this ) ) );
m_resultCalculators.push_back(
std::unique_ptr<RigFemPartResultCalculator>( new RigFemPartResultCalculatorShearSlipIndicator( *this ) ) );
m_resultCalculators.push_back(
std::unique_ptr<RigFemPartResultCalculator>( new RigFemPartResultCalculatorFormationIndices( *this ) ) );
}
@ -614,6 +619,7 @@ std::map<std::string, std::vector<std::string>>
fieldCompNames["ST"].push_back( "SM" );
fieldCompNames["ST"].push_back( "Q" );
fieldCompNames["ST"].push_back( "DPN" );
for ( auto& s : stressComponentNames )
{
@ -697,6 +703,7 @@ std::map<std::string, std::vector<std::string>>
fieldCompNames["ST"].push_back( "SM" );
fieldCompNames["ST"].push_back( "Q" );
fieldCompNames["ST"].push_back( "DPN" );
fieldCompNames["ST"].push_back( "S11" );
fieldCompNames["ST"].push_back( "S22" );
@ -1736,3 +1743,24 @@ RimMudWeightWindowParameters::FractureGradientCalculationType
{
return m_fractureGradientCalculationTypeMudWeightWindow;
}
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
double RigFemPartResultsCollection::waterDensityShearSlipIndicator() const
{
return m_waterDensityShearSlipIndicator;
}
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
void RigFemPartResultsCollection::setWaterDensityShearSlipIndicator( double waterDensity )
{
m_waterDensityShearSlipIndicator = waterDensity;
for ( auto elementType : {RIG_ELEMENT_NODAL, RIG_INTEGRATION_POINT} )
{
deleteResult( RigFemResultAddress( elementType, "ST", "DPN", RigFemResultAddress::allTimeLapsesValue() ) );
}
}

5
ApplicationCode/GeoMech/GeoMechDataModel/RigFemPartResultsCollection.h
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@ -111,6 +111,9 @@ public:
RimMudWeightWindowParameters::FractureGradientCalculationType fractureGradientCalculationTypeMudWeightWindow() const;
double waterDensityShearSlipIndicator() const;
void setWaterDensityShearSlipIndicator( double waterDensity );
std::map<std::string, std::vector<std::string>> scalarFieldAndComponentNames( RigFemResultPosEnum resPos );
std::vector<std::string> filteredStepNames() const;
bool assertResultsLoaded( const RigFemResultAddress& resVarAddr );
@ -224,6 +227,8 @@ private:
std::map<RimMudWeightWindowParameters::ParameterType, QString> parameterAddresses;
std::map<RimMudWeightWindowParameters::ParameterType, double> parameterValues;
double m_waterDensityShearSlipIndicator;
std::vector<std::unique_ptr<RigFemPartResultCalculator>> m_resultCalculators;
RigStatisticsDataCache* statistics( const RigFemResultAddress& resVarAddr );

12
ApplicationCode/ProjectDataModel/RimGeoMechCase.cpp
View File

@ -177,6 +177,9 @@ RimGeoMechCase::RimGeoMechCase( void )
CAF_PDM_InitField( &m_permeabilityExponent, "PermeabilityExponent", 1.0, "Permeability Exponent", "", "", "" );
m_permeabilityExponent.uiCapability()->setUiEditorTypeName( caf::PdmUiDoubleValueEditor::uiEditorTypeName() );
CAF_PDM_InitField( &m_waterDensityShearSlipIndicator, "WaterDensityShearSlipIndicator", 1.03, "Water Density", "", "", "" );
m_waterDensityShearSlipIndicator.uiCapability()->setUiEditorTypeName( caf::PdmUiDoubleValueEditor::uiEditorTypeName() );
CAF_PDM_InitFieldNoDefault( &m_contourMapCollection, "ContourMaps", "2d Contour Maps", "", "", "" );
m_contourMapCollection = new RimGeoMechContourMapViewCollection;
m_contourMapCollection.uiCapability()->setUiTreeHidden( true );
@ -378,6 +381,7 @@ RimGeoMechCase::CaseOpenStatus RimGeoMechCase::openGeoMechCase( std::string* err
}
geoMechCaseData->femPartResults()->addElementPropertyFiles( fileNames );
geoMechCaseData->femPartResults()->setCalculationParameters( m_cohesion, cvf::Math::toRadians( m_frictionAngleDeg() ) );
geoMechCaseData->femPartResults()->setWaterDensityShearSlipIndicator( m_waterDensityShearSlipIndicator );
m_geoMechCaseData = geoMechCaseData;
@ -870,6 +874,11 @@ void RimGeoMechCase::fieldChangedByUi( const caf::PdmFieldHandle* changedField,
updateConnectedViews();
}
else if ( changedField == &m_waterDensityShearSlipIndicator )
{
rigCaseData->femPartResults()->setWaterDensityShearSlipIndicator( m_waterDensityShearSlipIndicator );
updateConnectedViews();
}
else if ( changedField == &m_reloadElementPropertyFileCommand )
{
m_reloadElementPropertyFileCommand = false;
@ -1134,6 +1143,9 @@ void RimGeoMechCase::defineUiOrdering( QString uiConfigName, caf::PdmUiOrdering&
m_initialPermeabilityType != RimGeoMechCase::InitialPermeabilityType::INITIAL_PERMEABILITY_PER_ELEMENT );
permeabilityGroup->add( &m_permeabilityExponent );
caf::PdmUiGroup* shearSlipIndicatorGroup = uiOrdering.addNewGroup( "Shear Slip Indicator" );
shearSlipIndicatorGroup->add( &m_waterDensityShearSlipIndicator );
caf::PdmUiGroup* timeStepFilterGroup = uiOrdering.addNewGroup( "Time Step Filter" );
timeStepFilterGroup->setCollapsedByDefault( true );
m_timeStepFilter->uiOrdering( uiConfigName, *timeStepFilterGroup );

2
ApplicationCode/ProjectDataModel/RimGeoMechCase.h
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@ -163,6 +163,8 @@ private:
caf::PdmField<QString> m_initialPermeabilityResultAddress;
caf::PdmField<double> m_permeabilityExponent;
caf::PdmField<double> m_waterDensityShearSlipIndicator;
caf::PdmChildField<RimGeoMechContourMapViewCollection*> m_contourMapCollection;
caf::PdmChildField<RimMudWeightWindowParameters*> m_mudWeightWindowParameters;