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https://github.com/OPM/ResInsight.git
synced 2025-02-25 18:55:39 -06:00
#2680. First reasonable Fracture Gradient and Shear Failure Gradient estimation.
Caveats: * Hard coded poissonRatio = 0.25 * Hard coded UCS to 100 bar (fairly close to average value for shale in literature).
This commit is contained in:
@@ -21,6 +21,8 @@
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///
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//==================================================================================================
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#include "RigGeoMechWellLogExtractor.h"
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#include "RigGeoMechBoreHoleStressCalculator.h"
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#include "RigFemPart.h"
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#include "RigFemPartCollection.h"
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#include "RigGeoMechCaseData.h"
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@@ -28,9 +30,13 @@
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#include "RigWellLogExtractionTools.h"
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#include "RigWellPath.h"
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#include "cvfGeometryTools.h"
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#include "RigWellPathIntersectionTools.h"
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#include "cafTensor3.h"
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#include "cvfGeometryTools.h"
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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@@ -50,7 +56,13 @@ void RigGeoMechWellLogExtractor::curveData(const RigFemResultAddress& resAddr, i
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{
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CVF_TIGHT_ASSERT(values);
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if (!resAddr.isValid()) return ;
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if (resAddr.fieldName == "FractureGradient" || resAddr.fieldName == "ShearFailureGradient")
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{
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wellPathDerivedCurveData(resAddr, frameIndex, values);
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return;
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}
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if (!resAddr.isValid()) return;
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RigFemResultAddress convResAddr = resAddr;
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@@ -59,69 +71,225 @@ void RigGeoMechWellLogExtractor::curveData(const RigFemResultAddress& resAddr, i
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if (convResAddr.fieldName == "POR-Bar") convResAddr.resultPosType = RIG_ELEMENT_NODAL;
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CVF_ASSERT(resAddr.resultPosType != RIG_WELLPATH_DERIVED);
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const RigFemPart* femPart = m_caseData->femParts()->part(0);
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const std::vector<cvf::Vec3f>& nodeCoords = femPart->nodes().coordinates;
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const std::vector<float>& resultValues = m_caseData->femPartResults()->resultValues(convResAddr, 0, frameIndex);
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if (!resultValues.size()) return;
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values->resize(m_intersections.size());
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for (size_t cpIdx = 0; cpIdx < m_intersections.size(); ++cpIdx)
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for (size_t intersectionIdx = 0; intersectionIdx < m_intersections.size(); ++intersectionIdx)
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{
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size_t elmIdx = m_intersectedCellsGlobIdx[cpIdx];
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(*values)[intersectionIdx] = static_cast<double>(interpolateGridResultValue<float>(convResAddr.resultPosType, resultValues, intersectionIdx, false));
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}
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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void RigGeoMechWellLogExtractor::wellPathDerivedCurveData(const RigFemResultAddress& resAddr, int frameIndex, std::vector<double>* values)
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{
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// TODO: Read in these values:
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const double poissonRatio = 0.25; // TODO: Read this in.
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// Typical UCS: http://ceae.colorado.edu/~amadei/CVEN5768/PDF/NOTES8.pdf
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// Typical UCS for Shale is 5 - 100 MPa -> 50 - 1000 bar.
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const double uniaxialStrengthInBars = 100.0;
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CVF_TIGHT_ASSERT(values);
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CVF_ASSERT(resAddr.fieldName == "FractureGradient" || resAddr.fieldName == "ShearFailureGradient");
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const RigFemPart* femPart = m_caseData->femParts()->part(0);
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const std::vector<cvf::Vec3f>& nodeCoords = femPart->nodes().coordinates;
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RigFemPartResultsCollection* resultCollection = m_caseData->femPartResults();
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RigFemResultAddress stressResAddr(RIG_ELEMENT_NODAL, std::string("ST"), "");
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stressResAddr.fieldName = std::string("ST");
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RigFemResultAddress porBarResAddr(RIG_ELEMENT_NODAL, std::string("POR-Bar"), "");
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std::vector<caf::Ten3f> vertexStressesFloat = resultCollection->tensors(stressResAddr, 0, frameIndex);
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if (!vertexStressesFloat.size()) return;
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std::vector<caf::Ten3d> vertexStresses; vertexStresses.reserve(vertexStressesFloat.size());
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for (const caf::Ten3f& floatTensor : vertexStressesFloat)
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{
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vertexStresses.push_back(caf::Ten3d(floatTensor));
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}
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values->resize(m_intersections.size(), 0.0f);
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std::vector<float> porePressures = resultCollection->resultValues(porBarResAddr, 0, frameIndex);
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#pragma omp parallel for
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for (int64_t intersectionIdx = 0; intersectionIdx < (int64_t) m_intersections.size(); ++intersectionIdx)
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{
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size_t elmIdx = m_intersectedCellsGlobIdx[intersectionIdx];
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RigElementType elmType = femPart->elementType(elmIdx);
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if (!(elmType == HEX8 || elmType == HEX8P)) continue;
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if (!(elmType == HEX8 || elmType == HEX8P)) continue;
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if (convResAddr.resultPosType == RIG_ELEMENT)
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double trueVerticalDepth = -m_intersections[intersectionIdx].z();
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double porePressure = trueVerticalDepth * 9.81 / 100.0;
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if (false && !porePressures.empty())
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{
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(*values)[cpIdx] = resultValues[elmIdx];
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continue;
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float interpolatedPorePressure = interpolateGridResultValue(porBarResAddr.resultPosType, porePressures, intersectionIdx, true);
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if (interpolatedPorePressure != std::numeric_limits<float>::infinity() &&
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interpolatedPorePressure != -std::numeric_limits<float>::infinity())
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{
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porePressure = static_cast<double>(interpolatedPorePressure);
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}
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}
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cvf::StructGridInterface::FaceType cellFace = m_intersectedCellFaces[cpIdx];
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caf::Ten3d interpolatedStress = interpolateGridResultValue(stressResAddr.resultPosType, vertexStresses, intersectionIdx, true);
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cvf::Vec3d wellPathTangent = calculateWellPathTangent(intersectionIdx);
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caf::Ten3d wellPathStressFloat = transformTensorToWellPathOrientation(wellPathTangent, interpolatedStress);
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caf::Ten3d wellPathStressDouble(wellPathStressFloat);
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int faceNodeCount = 0;
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const int* faceLocalIndices = RigFemTypes::localElmNodeIndicesForFace(elmType, cellFace, &faceNodeCount);
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const int* elmNodeIndices = femPart->connectivities(elmIdx);
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cvf::Vec3d v0(nodeCoords[elmNodeIndices[faceLocalIndices[0]]]);
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cvf::Vec3d v1(nodeCoords[elmNodeIndices[faceLocalIndices[1]]]);
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cvf::Vec3d v2(nodeCoords[elmNodeIndices[faceLocalIndices[2]]]);
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cvf::Vec3d v3(nodeCoords[elmNodeIndices[faceLocalIndices[3]]]);
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size_t resIdx0 = cvf::UNDEFINED_SIZE_T;
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size_t resIdx1 = cvf::UNDEFINED_SIZE_T;
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size_t resIdx2 = cvf::UNDEFINED_SIZE_T;
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size_t resIdx3 = cvf::UNDEFINED_SIZE_T;
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if (convResAddr.resultPosType == RIG_NODAL)
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RigGeoMechBoreHoleStressCalculator sigmaCalculator(wellPathStressDouble, porePressure, poissonRatio, uniaxialStrengthInBars, 32);
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double resultValue = 0.0;
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if (resAddr.fieldName == "FractureGradient")
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{
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resIdx0 = elmNodeIndices[faceLocalIndices[0]];
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resIdx1 = elmNodeIndices[faceLocalIndices[1]];
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resIdx2 = elmNodeIndices[faceLocalIndices[2]];
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resIdx3 = elmNodeIndices[faceLocalIndices[3]];
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resultValue = sigmaCalculator.solveFractureGradient();
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}
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else
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{
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resIdx0 = (size_t)femPart->elementNodeResultIdx((int)elmIdx, faceLocalIndices[0]);
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resIdx1 = (size_t)femPart->elementNodeResultIdx((int)elmIdx, faceLocalIndices[1]);
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resIdx2 = (size_t)femPart->elementNodeResultIdx((int)elmIdx, faceLocalIndices[2]);
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resIdx3 = (size_t)femPart->elementNodeResultIdx((int)elmIdx, faceLocalIndices[3]);
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CVF_ASSERT(resAddr.fieldName == "ShearFailureGradient");
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resultValue = sigmaCalculator.solveStassiDalia();
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}
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double effectiveDepth = -m_intersections[intersectionIdx].z() + m_rkbDiff;
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if (effectiveDepth > 1.0e-8)
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{
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resultValue *= 100.0 / (effectiveDepth * 9.81);
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}
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else
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{
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resultValue = std::numeric_limits<double>::infinity();
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}
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double interpolatedValue = cvf::GeometryTools::interpolateQuad(
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v0, resultValues[resIdx0],
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v1, resultValues[resIdx1],
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v2, resultValues[resIdx2],
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v3, resultValues[resIdx3],
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m_intersections[cpIdx]
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);
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(*values)[cpIdx] = interpolatedValue;
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(*values)[intersectionIdx] = resultValue;
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}
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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const RigGeoMechCaseData* RigGeoMechWellLogExtractor::caseData()
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{
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return m_caseData.p();
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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void RigGeoMechWellLogExtractor::setRkbDiff(double rkbDiff)
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{
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m_rkbDiff = rkbDiff;
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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template<typename T>
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T RigGeoMechWellLogExtractor::interpolateGridResultValue(RigFemResultPosEnum resultPosType,
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const std::vector<T>& gridResultValues,
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int64_t intersectionIdx,
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bool averageNodeElementResults) const
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{
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const RigFemPart* femPart = m_caseData->femParts()->part(0);
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const std::vector<cvf::Vec3f>& nodeCoords = femPart->nodes().coordinates;
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size_t elmIdx = m_intersectedCellsGlobIdx[intersectionIdx];
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RigElementType elmType = femPart->elementType(elmIdx);
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if (!(elmType == HEX8 || elmType == HEX8P)) return T();
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if (resultPosType == RIG_ELEMENT)
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{
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return gridResultValues[elmIdx];
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}
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cvf::StructGridInterface::FaceType cellFace = m_intersectedCellFaces[intersectionIdx];
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if (cellFace == cvf::StructGridInterface::NO_FACE)
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{
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// TODO: Should interpolate within the whole hexahedron. This requires converting to locals coordinates.
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// For now just pick the average value for the cell.
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T sumOfVertexValues = gridResultValues[femPart->elementNodeResultIdx(static_cast<int>(elmIdx), 0)];
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for (int i = 1; i < 8; ++i)
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{
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sumOfVertexValues = sumOfVertexValues + gridResultValues[femPart->elementNodeResultIdx(static_cast<int>(elmIdx), i)];
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}
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return sumOfVertexValues * (1.0 / 8.0);
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}
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int faceNodeCount = 0;
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const int* faceLocalIndices = RigFemTypes::localElmNodeIndicesForFace(elmType, cellFace, &faceNodeCount);
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const int* elmNodeIndices = femPart->connectivities(elmIdx);
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cvf::Vec3d v0(nodeCoords[elmNodeIndices[faceLocalIndices[0]]]);
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cvf::Vec3d v1(nodeCoords[elmNodeIndices[faceLocalIndices[1]]]);
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cvf::Vec3d v2(nodeCoords[elmNodeIndices[faceLocalIndices[2]]]);
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cvf::Vec3d v3(nodeCoords[elmNodeIndices[faceLocalIndices[3]]]);
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std::vector<size_t> nodeResIdx(4, cvf::UNDEFINED_SIZE_T);
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if (resultPosType == RIG_NODAL)
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{
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for (size_t i = 0; i < nodeResIdx.size(); ++i)
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{
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nodeResIdx[i] = elmNodeIndices[faceLocalIndices[i]];
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}
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}
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else
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{
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for (size_t i = 0; i < nodeResIdx.size(); ++i)
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{
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nodeResIdx[i] = (size_t)femPart->elementNodeResultIdx((int)elmIdx, faceLocalIndices[i]);
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}
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}
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std::vector<T> nodeResultValues;
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nodeResultValues.reserve(4);
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if (resultPosType == RIG_ELEMENT_NODAL && averageNodeElementResults)
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{
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// Estimate nodal values as the average of the node values from each connected element.
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for (size_t i = 0; i < nodeResIdx.size(); ++i)
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{
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int nodeIndex = femPart->nodeIdxFromElementNodeResultIdx(nodeResIdx[i]);
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const std::vector<int>& elements = femPart->elementsUsingNode(nodeIndex);
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const std::vector<unsigned char>& localIndices = femPart->elementLocalIndicesForNode(nodeIndex);
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size_t otherNodeResIdx = femPart->elementNodeResultIdx(elements[0], static_cast<int>(localIndices[0]));
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T nodeResultValue = gridResultValues[otherNodeResIdx];
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for (size_t j = 1; j < elements.size(); ++j)
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{
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otherNodeResIdx = femPart->elementNodeResultIdx(elements[j], static_cast<int>(localIndices[j]));
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nodeResultValue = nodeResultValue + gridResultValues[otherNodeResIdx];
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}
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nodeResultValue = nodeResultValue * (1.0 / elements.size());
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nodeResultValues.push_back(nodeResultValue);
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}
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}
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else {
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for (size_t i = 0; i < nodeResIdx.size(); ++i)
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{
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nodeResultValues.push_back(gridResultValues[nodeResIdx[i]]);
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}
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}
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T interpolatedValue = cvf::GeometryTools::interpolateQuad<T>(
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v0, nodeResultValues[0],
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v1, nodeResultValues[1],
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v2, nodeResultValues[2],
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v3, nodeResultValues[3],
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m_intersections[intersectionIdx]
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);
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return interpolatedValue;
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}
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//--------------------------------------------------------------------------------------------------
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@@ -224,3 +392,37 @@ cvf::Vec3d RigGeoMechWellLogExtractor::calculateLengthInCell(size_t cellIndex, c
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return RigWellPathIntersectionTools::calculateLengthInCell(hexCorners, startPoint, endPoint);
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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cvf::Vec3d RigGeoMechWellLogExtractor::calculateWellPathTangent(int64_t intersectionIdx) const
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{
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cvf::Vec3d wellPathTangent;
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if (intersectionIdx % 2 == 0)
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{
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wellPathTangent = m_intersections[intersectionIdx + 1] - m_intersections[intersectionIdx];
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}
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else
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{
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wellPathTangent = m_intersections[intersectionIdx] - m_intersections[intersectionIdx - 1];
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}
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CVF_ASSERT(wellPathTangent.length() > 1.0e-7);
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return wellPathTangent.getNormalized();
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}
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//--------------------------------------------------------------------------------------------------
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///
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//--------------------------------------------------------------------------------------------------
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caf::Ten3d RigGeoMechWellLogExtractor::transformTensorToWellPathOrientation(const cvf::Vec3d& wellPathTangent,
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const caf::Ten3d& tensor)
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{
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// Create local coordinate system for well path segment
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cvf::Vec3d local_z = wellPathTangent;
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cvf::Vec3d local_x = local_z.perpendicularVector().getNormalized();
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cvf::Vec3d local_y = (local_z ^ local_x).getNormalized();
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// Calculate the rotation matrix from global i, j, k to local x, y, z.
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cvf::Mat4d rotationMatrix = cvf::Mat4d::fromCoordSystemAxes(&local_x, &local_y, &local_z);
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return tensor.rotated(rotationMatrix.toMatrix3());
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}
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