// Copyright (C) Stichting Deltares 2017. All rights reserved.
//
// This file is part of the application DAM - UI.
//
// DAM - UI 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.
//
// This program 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 this program. If not, see .
//
// All names, logos, and references to "Deltares" are registered trademarks of
// Stichting Deltares and remain full property of Stichting Deltares at all times.
// All rights reserved.
using System.Collections.Generic;
using Deltares.DamEngine.Io.XmlInput;
using Deltares.DamEngine.Io.XmlOutput;
using Deltares.Geotechnics;
using Deltares.Geotechnics.Soils;
using Deltares.Standard;
using Deltares.Standard.Logging;
using CharacteristicPointType = Deltares.Geotechnics.SurfaceLines.CharacteristicPointType;
namespace Deltares.Dam.Data.DamEngineIo
{
///
/// Converts types from Dam Engine class to Input serializer class and vice versa
///
public static class ConversionHelper
{
///
/// Converts the type DamProjectType from input object type to Dam Engine type.
///
/// Type of the input object.
/// Dam Engine type
public static DamProjectType ConvertToDamProjectType(InputDamProjectType inputDamProjectType)
{
var translationTable = new Dictionary()
{
{InputDamProjectType.Assessment, DamProjectType.Assessment},
{InputDamProjectType.AssessmentRegional, DamProjectType.Assessment}, // must be handled in additional code after conversion
{InputDamProjectType.Design, DamProjectType.Design},
{InputDamProjectType.Operational, DamProjectType.Calamity}
};
return translationTable[inputDamProjectType];
}
///
/// Converts the type DamProjectType from Dam Engine type to input object type.
///
/// Type of the dam project.
/// Type of the input object.
public static InputDamProjectType ConvertToInputDamProjectType(DamProjectType damProjectType)
{
var translationTable = new Dictionary()
{
{DamProjectType.Assessment, InputDamProjectType.Assessment},
{DamProjectType.Design, InputDamProjectType.Design},
{DamProjectType.Calamity, InputDamProjectType.Operational},
};
return translationTable[damProjectType];
}
///
/// Converts the type PLLineCreationMethod from Dam Engine type to input object type.
///
/// Type of the dam project.
///
/// Type of the input object.
///
public static LocationWaternetOptionsPhreaticLineCreationMethod ConvertToInputPhreaticLineCreationMethod(PLLineCreationMethod plLineCreationMethod)
{
var translationTable = new Dictionary()
{
{PLLineCreationMethod.ExpertKnowledgeLinearInDike, LocationWaternetOptionsPhreaticLineCreationMethod.ExpertKnowledgeLinearInDike},
{PLLineCreationMethod.ExpertKnowledgeRRD, LocationWaternetOptionsPhreaticLineCreationMethod.ExpertKnowledgeRRD},
{PLLineCreationMethod.GaugesWithFallbackToExpertKnowledgeRRD, LocationWaternetOptionsPhreaticLineCreationMethod.GaugesWithFallbackToExpertKnowledgeRRD},
{PLLineCreationMethod.Sensors, LocationWaternetOptionsPhreaticLineCreationMethod.Sensors},
{PLLineCreationMethod.None, LocationWaternetOptionsPhreaticLineCreationMethod.None}
};
return translationTable[plLineCreationMethod];
}
///
/// Converts the type PLLineCreationMethod from input object type to Dam Engine type.
///
/// Type of the input object.
///
/// Type of the dam object.
///
public static PLLineCreationMethod ConvertToPhreaticLineCreationMethod(LocationWaternetOptionsPhreaticLineCreationMethod inputPhreaticLineCreationMethod)
{
var translationTable = new Dictionary()
{
{LocationWaternetOptionsPhreaticLineCreationMethod.ExpertKnowledgeLinearInDike,PLLineCreationMethod.ExpertKnowledgeLinearInDike},
{LocationWaternetOptionsPhreaticLineCreationMethod.ExpertKnowledgeRRD, PLLineCreationMethod.ExpertKnowledgeRRD},
{LocationWaternetOptionsPhreaticLineCreationMethod.GaugesWithFallbackToExpertKnowledgeRRD, PLLineCreationMethod.GaugesWithFallbackToExpertKnowledgeRRD},
{LocationWaternetOptionsPhreaticLineCreationMethod.Sensors, PLLineCreationMethod.Sensors},
{LocationWaternetOptionsPhreaticLineCreationMethod.None, PLLineCreationMethod.None}
};
return translationTable[inputPhreaticLineCreationMethod];
}
///
/// Converts the type IntrusionVerticalWaterPressureType from Dam Engine type to input object type.
///
/// Type of the dam project.
///
/// Type of the input object.
///
public static LocationWaternetOptionsIntrusionVerticalWaterPressure ConvertToInputIntrusionVerticalWaterPressure(IntrusionVerticalWaterPressureType intrusionVerticalWaterPressureType)
{
var translationTable = new Dictionary()
{
{IntrusionVerticalWaterPressureType.FullHydroStatic, LocationWaternetOptionsIntrusionVerticalWaterPressure.FullHydroStatic},
{IntrusionVerticalWaterPressureType.HydroStatic, LocationWaternetOptionsIntrusionVerticalWaterPressure.HydroStatic},
{IntrusionVerticalWaterPressureType.Linear, LocationWaternetOptionsIntrusionVerticalWaterPressure.Linear},
{IntrusionVerticalWaterPressureType.SemiTimeDependent, LocationWaternetOptionsIntrusionVerticalWaterPressure.SemiTimeDependent},
{IntrusionVerticalWaterPressureType.Standard, LocationWaternetOptionsIntrusionVerticalWaterPressure.Standard}
};
return translationTable[intrusionVerticalWaterPressureType];
}
///
/// Converts the type IntrusionVerticalWaterPressureType from input object type to Dam Engine type.
///
/// Type of the input object.
///
/// Type of the dam object.
///
public static IntrusionVerticalWaterPressureType ConvertToIntrusionVerticalWaterPressure(LocationWaternetOptionsIntrusionVerticalWaterPressure inputIntrusionVerticalWaterPressure)
{
var translationTable = new Dictionary()
{
{LocationWaternetOptionsIntrusionVerticalWaterPressure.FullHydroStatic, IntrusionVerticalWaterPressureType.FullHydroStatic},
{LocationWaternetOptionsIntrusionVerticalWaterPressure.HydroStatic, IntrusionVerticalWaterPressureType.HydroStatic},
{LocationWaternetOptionsIntrusionVerticalWaterPressure.Linear, IntrusionVerticalWaterPressureType.Linear},
{LocationWaternetOptionsIntrusionVerticalWaterPressure.SemiTimeDependent, IntrusionVerticalWaterPressureType.SemiTimeDependent},
{LocationWaternetOptionsIntrusionVerticalWaterPressure.Standard, IntrusionVerticalWaterPressureType.Standard}
};
return translationTable[inputIntrusionVerticalWaterPressure];
}
public const int CpNone = 0;//
public const int CpSurfaceLevelOutside = 1; // Maaiveld buitenwaarts
public const int CpDikeToeAtRiver = 5; // Teen dijk buitenwaarts
public const int CpShoulderTopOutside = 6; // Kruin buitenberm
public const int CpShoulderBaseOutside = 7; // Insteek buitenberm
public const int CpDikeTopAtRiver = 8; // Kruin buitentalud
public const int CpDikeLine = 9; // referentielijn
public const int CpTrafficLoadOutside = 10; // Verkeersbelasting kant buitenwaarts
public const int CpTrafficLoadInside = 11; // Verkeersbelasting kant binnenwaarts
public const int CpDikeTopAtPolder = 12; // Kruin binnentalud
public const int CpShoulderBaseInside = 13; // Insteek binnenberm
public const int CpShoulderTopInside = 14; // Kruin binnenberm
public const int CpDikeToeAtPolder = 15; // Teen dijk binnenwaarts
public const int CpDitchDikeSide = 16; // Insteek sloot dijkzijde
public const int CpBottomDitchDikeSide = 17; // Slootbodem dijkzijde
public const int CpBottomDitchPolderSide = 18; // Slootbodem polderzijde
public const int CpDitchPolderSide = 19; // Insteek sloot polderzijde
public const int CpSurfaceLevelInside = 25; // Maaiveld binnenwaarts
public static CharacteristicPointType ConvertToDamPointType(int inputPointType)
{
var translationTable = new Dictionary()
{
{CpNone, CharacteristicPointType.None},
{CpSurfaceLevelOutside, CharacteristicPointType.SurfaceLevelOutside},
{CpDikeToeAtRiver, CharacteristicPointType.DikeToeAtRiver},
{CpShoulderTopOutside, CharacteristicPointType.ShoulderTopOutside},
{CpShoulderBaseOutside, CharacteristicPointType.ShoulderBaseOutside},
{CpDikeTopAtRiver, CharacteristicPointType.DikeTopAtRiver},
{CpDikeLine, CharacteristicPointType.DikeLine},
{CpTrafficLoadOutside, CharacteristicPointType.TrafficLoadOutside},
{CpTrafficLoadInside, CharacteristicPointType.TrafficLoadInside},
{CpDikeTopAtPolder, CharacteristicPointType.DikeTopAtPolder},
{CpShoulderBaseInside, CharacteristicPointType.ShoulderBaseInside},
{CpShoulderTopInside, CharacteristicPointType.ShoulderTopInside},
{CpDikeToeAtPolder, CharacteristicPointType.DikeToeAtPolder},
{CpDitchDikeSide, CharacteristicPointType.DitchDikeSide},
{CpBottomDitchDikeSide, CharacteristicPointType.BottomDitchDikeSide},
{CpBottomDitchPolderSide, CharacteristicPointType.BottomDitchPolderSide},
{CpDitchPolderSide, CharacteristicPointType.DitchPolderSide},
{CpSurfaceLevelInside, CharacteristicPointType.SurfaceLevelInside}
};
return translationTable[inputPointType];
}
public static int ConvertToInputPointType(CharacteristicPointType characteristicPointType)
{
var translationTable = new Dictionary()
{
// The following types do not have a meaning in DAM, so should be mapped to CpNone
{CharacteristicPointType.BottomRiverChannel, CpNone},
{CharacteristicPointType.InsertRiverChannel, CpNone},
{CharacteristicPointType.ForelandStart, CpNone},
{CharacteristicPointType.DunesBoundaryProfile, CpNone},
{CharacteristicPointType.DunesTransectLocation, CpNone},
// The following types are DAM related, so should be translated
{CharacteristicPointType.None, CpNone},
{CharacteristicPointType.SurfaceLevelOutside, CpSurfaceLevelOutside},
{CharacteristicPointType.DikeToeAtRiver, CpDikeToeAtRiver},
{CharacteristicPointType.ShoulderTopOutside, CpShoulderTopOutside},
{CharacteristicPointType.ShoulderBaseOutside, CpShoulderBaseOutside},
{CharacteristicPointType.DikeTopAtRiver, CpDikeTopAtRiver},
{CharacteristicPointType.DikeLine, CpDikeLine},
{CharacteristicPointType.TrafficLoadOutside, CpTrafficLoadOutside},
{CharacteristicPointType.TrafficLoadInside, CpTrafficLoadInside},
{CharacteristicPointType.DikeTopAtPolder, CpDikeTopAtPolder},
{CharacteristicPointType.ShoulderBaseInside, CpShoulderBaseInside},
{CharacteristicPointType.ShoulderTopInside, CpShoulderTopInside},
{CharacteristicPointType.DikeToeAtPolder, CpDikeToeAtPolder},
{CharacteristicPointType.DitchDikeSide, CpDitchDikeSide},
{CharacteristicPointType.BottomDitchDikeSide, CpBottomDitchDikeSide},
{CharacteristicPointType.BottomDitchPolderSide, CpBottomDitchPolderSide},
{CharacteristicPointType.DitchPolderSide, CpDitchPolderSide},
{CharacteristicPointType.SurfaceLevelInside, CpSurfaceLevelInside}
};
return translationTable[characteristicPointType];
}
///
/// Converts to calculation result.
///
/// The calculation result.
///
public static CalculationResult ConvertToCalculationResult(int calculationResult)
{
var translationTable = new Dictionary()
{
{0, CalculationResult.NoRun},
{1, CalculationResult.Succeeded},
{2, CalculationResult.NoInput},
{3, CalculationResult.NoLicense},
{4, CalculationResult.UserAbort},
{5, CalculationResult.InvalidInputStructure},
{6, CalculationResult.InvalidInputData},
{7, CalculationResult.RunFailed},
{8, CalculationResult.UnexpectedError}
};
return translationTable[calculationResult];
}
///
/// Converts to output calculation result.
///
/// Type of the dam project.
///
public static int ConvertToOutputCalculationResult(CalculationResult calculationResult)
{
var translationTable = new Dictionary()
{
{CalculationResult.NoRun, 0},
{CalculationResult.Succeeded, 1},
{CalculationResult.NoInput, 2},
{CalculationResult.NoLicense, 3},
{CalculationResult.UserAbort, 4},
{CalculationResult.InvalidInputStructure, 5},
{CalculationResult.InvalidInputData, 6},
{CalculationResult.RunFailed, 7},
{CalculationResult.UnexpectedError, 8}
};
return translationTable[calculationResult];
}
///
/// Converts to waterpressure interpolation model.
///
/// The input waterpressure interpolation model.
///
public static WaterpressureInterpolationModel ConvertToWaterpressureInterpolationModel(int inputWaterpressureInterpolationModel)
{
var translationTable = new Dictionary()
{
{0, WaterpressureInterpolationModel.Automatic},
{1, WaterpressureInterpolationModel.Hydrostatic}
};
return translationTable[inputWaterpressureInterpolationModel];
}
///
/// Converts to input waterpressure interpolation model.
///
/// The waterpressure interpolation model.
///
public static int ConvertToInputWaterpressureInterpolationModel(WaterpressureInterpolationModel waterpressureInterpolationModel)
{
var translationTable = new Dictionary()
{
{WaterpressureInterpolationModel.Automatic, 0},
{WaterpressureInterpolationModel.Hydrostatic, 1}
};
return translationTable[waterpressureInterpolationModel];
}
///
/// Converts the Dam profile type to the input profile type
///
/// Type of the soil geometry.
///
public static int ConvertToInputSoilGeometryType(SoilGeometryType soilGeometryType)
{
var translationTable = new Dictionary()
{
{SoilGeometryType.SoilGeometry1D, 0},
{SoilGeometryType.SoilGeometry2D, 2}
};
return translationTable[soilGeometryType];
}
///
/// Converts the input profile type to the Dam profile type
///
/// Type of the soil geometry.
///
public static SoilGeometryType ConvertToSoilGeometryType(int soilGeometryType)
{
var translationTable = new Dictionary()
{
{0, SoilGeometryType.SoilGeometry1D},
{2, SoilGeometryType.SoilGeometry2D}
};
return translationTable[soilGeometryType];
}
public const int InputFailureMechanismStabilityInside = 0;
public const int InputFailureMechanismStabilityOutside = 1;
public const int InputFailureMechanismPiping = 2;
public const int InputFailureMechanismHorizontalBalance = 3;
///
/// Converts the Dam failure mechanism type to the input failure mechanism type .
///
/// Type of the segment failure mechanism.
///
public static int ConvertToInputFailureMechanismSystemType(FailureMechanismSystemType segmentFailureMechanismType)
{
var translationTable = new Dictionary()
{
{FailureMechanismSystemType.StabilityInside, InputFailureMechanismStabilityInside},
{FailureMechanismSystemType.StabilityOutside, InputFailureMechanismStabilityOutside},
{FailureMechanismSystemType.Piping, InputFailureMechanismPiping},
{FailureMechanismSystemType.HorizontalBalance, InputFailureMechanismHorizontalBalance}
};
return translationTable[segmentFailureMechanismType];
}
///
/// Converts the input failure mechanism type to the Dam failure mechanism type .
///
/// Type of the failure mechanism system.
///
public static FailureMechanismSystemType ConvertToFailureMechanismSystemType(int failureMechanismSystemType)
{
var translationTable = new Dictionary()
{
{InputFailureMechanismStabilityInside, FailureMechanismSystemType.StabilityInside},
{InputFailureMechanismStabilityOutside, FailureMechanismSystemType.StabilityOutside},
{InputFailureMechanismPiping, FailureMechanismSystemType.Piping},
{InputFailureMechanismHorizontalBalance, FailureMechanismSystemType.HorizontalBalance}
};
return translationTable[failureMechanismSystemType];
}
///
/// Converts the Dam piping model to the input piping model.
///
/// Type of the piping model.
///
public static InputPipingModelType ConvertToInputPipingModelType(PipingModelType pipingModelType)
{
var translationTable = new Dictionary()
{
{PipingModelType.Bligh, InputPipingModelType.Bligh},
{PipingModelType.Sellmeijer, InputPipingModelType.SellmeijerVnk},
{PipingModelType.Sellmeijer4Forces, InputPipingModelType.Sellmeijer4Forces}
};
return translationTable[pipingModelType];
}
///
/// Converts the input piping model to the Dam piping model.
///
/// Type of the input piping model.
///
public static PipingModelType ConvertToPipingModelType(InputPipingModelType inputPipingModelType)
{
var translationTable = new Dictionary()
{
{InputPipingModelType.Bligh, PipingModelType.Bligh},
{InputPipingModelType.SellmeijerVnk, PipingModelType.Sellmeijer},
{InputPipingModelType.Sellmeijer4Forces, PipingModelType.Sellmeijer4Forces}
};
return translationTable[inputPipingModelType];
}
///
/// Converts the Dam stability model to the input stability model.
///
/// Type of the stability model.
///
public static InputStabilityModelType ConvertToInputStabilityModelType(MStabModelType stabilityModelType)
{
var translationTable = new Dictionary()
{
{MStabModelType.Bishop, InputStabilityModelType.Bishop},
{MStabModelType.UpliftVan, InputStabilityModelType.UpliftVan},
{MStabModelType.BishopUpliftVan,InputStabilityModelType.BishopUpliftVan}
};
return translationTable[stabilityModelType];
}
///
/// Converts the input stability model to the Dam stability model.
///
/// Type of the input stability model.
///
public static MStabModelType ConvertToStabilityModelType(InputStabilityModelType inputStabilityModelType)
{
var translationTable = new Dictionary()
{
{InputStabilityModelType.Bishop, MStabModelType.Bishop},
{InputStabilityModelType.UpliftVan, MStabModelType.UpliftVan},
{InputStabilityModelType.BishopUpliftVan, MStabModelType.BishopUpliftVan}
};
return translationTable[inputStabilityModelType];
}
///
/// Converts the Dam analysis type to the input analysis type.
///
/// Type of the analysis.
///
public static InputAnalysisType ConvertToInputAnalysisType(AnalysisType analysisType)
{
var translationTable = new Dictionary()
{
{AnalysisType.NoAdaption, InputAnalysisType.NoAdaption},
{AnalysisType.AdaptGeometry, InputAnalysisType.AdaptGeometry}
};
return translationTable[analysisType];
}
///
/// Converts the input analysis type to the Dam analysis type.
///
/// Type of the input analysis.
///
public static AnalysisType ConvertToAnalysisType(InputAnalysisType inputAnalysisType)
{
var translationTable = new Dictionary()
{
{InputAnalysisType.NoAdaption, AnalysisType.NoAdaption},
{InputAnalysisType.AdaptGeometry, AnalysisType.AdaptGeometry}
};
return translationTable[inputAnalysisType];
}
///
/// The input zone type no zones
///
public const int InputZoneTypeNoZones = 0;
///
/// The input zone type zone areas
///
public const int InputZoneTypeZoneAreas = 1;
///
/// The input zone types forbidden zones
///
public const int InputZoneTypesForbiddenZones = 2;
///
/// Converts the type of to input zone.
///
/// Type of the zone.
///
public static int ConvertToInputZoneType(MStabZonesType zoneType)
{
var translationTable = new Dictionary()
{
{MStabZonesType.NoZones, InputZoneTypeNoZones},
{MStabZonesType.ZoneAreas, InputZoneTypeZoneAreas},
{MStabZonesType.ForbiddenZone, InputZoneTypesForbiddenZones}
};
return translationTable[zoneType];
}
///
/// Converts the type of to zone.
///
/// Type of the input zone.
///
public static MStabZonesType ConvertToZoneType(int inputZoneType)
{
var translationTable = new Dictionary()
{
{InputZoneTypeNoZones, MStabZonesType.NoZones},
{InputZoneTypeZoneAreas, MStabZonesType.ZoneAreas},
{InputZoneTypesForbiddenZones, MStabZonesType.ForbiddenZone}
};
return translationTable[inputZoneType];
}
///
/// Converts the Dam message type to the input message type.
///
/// Type of the message.
///
public static MessageMessageType ConvertToInputMessageType(LogMessageType messageType)
{
var translationTable = new Dictionary()
{
{LogMessageType.Warning, MessageMessageType.Warning},
{LogMessageType.Debug, MessageMessageType.Info},
{LogMessageType.Error, MessageMessageType.Error},
{LogMessageType.FatalError, MessageMessageType.Error},
{LogMessageType.Info, MessageMessageType.Info},
{LogMessageType.Trace, MessageMessageType.Info}
};
return translationTable[messageType];
}
///
/// Converts the input message type to the Dam message type.
///
/// Type of the validation result message.
///
public static LogMessageType ConvertToMessageType(MessageMessageType validationResultMessageType)
{
var translationTable = new Dictionary()
{
{MessageMessageType.Warning, LogMessageType.Warning},
{MessageMessageType.Error, LogMessageType.Error},
{MessageMessageType.Info, LogMessageType.Info}
};
return translationTable[validationResultMessageType];
}
///
/// The input search method grid
///
public const int InputSearchMethodGrid = 0;
///
/// The input search method genetic
///
public const int InputSearchMethodGenetic = 1;
///
/// Converts to input search method.
///
/// The search method.
///
public static int ConvertToInputSearchMethod(MStabSearchMethod searchMethod)
{
var translationTable = new Dictionary()
{
{
MStabSearchMethod.Grid, InputSearchMethodGrid
},
{
MStabSearchMethod.GeneticAlgorithm, InputSearchMethodGenetic
}
};
return translationTable[searchMethod];
}
///
/// Converts to search method.
///
/// The search method.
///
public static MStabSearchMethod ConvertToSearchMethod(int searchMethod)
{
var translationTable = new Dictionary()
{
{
InputSearchMethodGrid, MStabSearchMethod.Grid
},
{
InputSearchMethodGenetic, MStabSearchMethod.GeneticAlgorithm
}
};
return translationTable[searchMethod];
}
///
/// The input grid type automatic
///
public const int InputGridTypeAutomatic = 0;
///
/// The input grid type specified
///
public const int InputGridTypeSpecified = 1;
///
/// Converts to input grid determination.
///
/// Type of the grid.
///
public static int ConvertToInputGridDetermination(GridSizeDetermination gridType)
{
var translationTable = new Dictionary()
{
{
GridSizeDetermination.Automatic, InputGridTypeAutomatic
},
{
GridSizeDetermination.Specified, InputGridTypeSpecified
}
};
return translationTable[gridType];
}
///
/// Converts to grid determination.
///
/// Type of the grid.
///
public static GridSizeDetermination ConvertToGridDetermination(int gridType)
{
var translationTable = new Dictionary()
{
{
InputGridTypeAutomatic, GridSizeDetermination.Automatic
},
{
InputGridTypeSpecified, GridSizeDetermination.Specified
}
};
return translationTable[gridType];
}
///
/// The input tangent lines on boundaty lines
///
public const int InputTangentLinesOnBoundatyLines = 0;
///
/// The input tangent lines specified
///
public const int InputTangentLinesSpecified = 1;
///
/// Converts to input tangent lines definition.
///
/// Type of the tangent line.
///
public static int ConvertToInputTangentLinesDefinition(TangentLinesDefinition tangentLineType)
{
var translationTable = new Dictionary()
{
{
TangentLinesDefinition.OnBoundaryLines, InputGridTypeAutomatic
},
{
TangentLinesDefinition.Specified, InputGridTypeSpecified
}
};
return translationTable[tangentLineType];
}
///
/// Converts to tangent lines definition.
///
/// Type of the tangent line.
///
public static TangentLinesDefinition ConvertToTangentLinesDefinition(int tangentLineType)
{
var translationTable = new Dictionary()
{
{
InputGridTypeAutomatic, TangentLinesDefinition.OnBoundaryLines
},
{
InputGridTypeSpecified, TangentLinesDefinition.Specified
}
};
return translationTable[tangentLineType];
}
///
/// Converts the shear strength model to soil shear strength model.
///
/// The shear strength model.
///
public static SoilShearStrengthModel ConvertToSoilShearStrengthModel(ShearStrengthModel shearStrengthModel)
{
var translationTable = new Dictionary()
{
{ShearStrengthModel.None, SoilShearStrengthModel.None},
{ShearStrengthModel.CPhi, SoilShearStrengthModel.CPhi},
{ShearStrengthModel.StressTable, SoilShearStrengthModel.StressTable},
{ShearStrengthModel.PseudoValues, SoilShearStrengthModel.PseudoValues},
{ShearStrengthModel.CuMeasured, SoilShearStrengthModel.SuMeasured},
{ShearStrengthModel.CuCalculated, SoilShearStrengthModel.SuCalculated},
{ShearStrengthModel.CuGradient, SoilShearStrengthModel.SuGradient},
{ShearStrengthModel.CuCalculatedYield, SoilShearStrengthModel.SuCalculatedWithYield},
{ShearStrengthModel.CPhiOrCuCalculated, SoilShearStrengthModel.CPhiOrSuCalculated},
};
return translationTable[shearStrengthModel];
}
///
/// Converts the soil shear strength model to shear strength model.
///
/// The soil shear strength model.
///
public static ShearStrengthModel ConvertToShearStrengthModel(SoilShearStrengthModel soilShearStrengthModel)
{
var translationTable = new Dictionary()
{
{SoilShearStrengthModel.None, ShearStrengthModel.None},
{SoilShearStrengthModel.CPhi, ShearStrengthModel.CPhi},
{SoilShearStrengthModel.StressTable, ShearStrengthModel.StressTable},
{SoilShearStrengthModel.PseudoValues, ShearStrengthModel.PseudoValues},
{SoilShearStrengthModel.SuMeasured, ShearStrengthModel.CuMeasured},
{SoilShearStrengthModel.SuCalculated, ShearStrengthModel.CuCalculated},
{SoilShearStrengthModel.SuGradient, ShearStrengthModel.CuGradient},
{SoilShearStrengthModel.SuCalculatedWithYield, ShearStrengthModel.CuCalculatedYield},
{SoilShearStrengthModel.CPhiOrSuCalculated, ShearStrengthModel.CPhiOrCuCalculated},
};
return translationTable[soilShearStrengthModel];
}
///
/// Converts the dilatancy type to soil dilatancy dilatancy.
///
/// Type of the dilatancy.
///
public static SoilDilatancyType ConvertToSoilDilatancyType(DilatancyType dilatancyType)
{
var translationTable = new Dictionary()
{
{DilatancyType.Zero, SoilDilatancyType.Zero},
{DilatancyType.Phi, SoilDilatancyType.Phi},
{DilatancyType.MinusPhi, SoilDilatancyType.MinusPhi},
};
return translationTable[dilatancyType];
}
///
/// Converts the soil dilatancy type to dilatancy type.
///
/// Type of the soil dilatancy.
///
public static DilatancyType ConvertToDilatancyType(SoilDilatancyType soilDilatancyType)
{
var translationTable = new Dictionary()
{
{SoilDilatancyType.Zero, DilatancyType.Zero},
{SoilDilatancyType.Phi, DilatancyType.Phi},
{SoilDilatancyType.MinusPhi, DilatancyType.MinusPhi},
};
return translationTable[soilDilatancyType];
}
///
/// Converts the input StabilityDesignMethod to the Dam StabilityDesignMethod.
///
/// The stability design method.
///
public static StabilityDesignMethod ConvertToDamStabilityDesignMethod(LocationDesignOptionsStabilityDesignMethod stabilityDesignMethod)
{
var translationTable = new Dictionary()
{
{LocationDesignOptionsStabilityDesignMethod.OptimizedSlopeAndShoulderAdaption, StabilityDesignMethod.OptimizedSlopeAndShoulderAdaption},
{LocationDesignOptionsStabilityDesignMethod.SlopeAdaptionBeforeShoulderAdaption, StabilityDesignMethod.SlopeAdaptionBeforeShoulderAdaption}
};
return translationTable[stabilityDesignMethod];
}
///
/// Converts the Dam StabilityDesignMethod to the input StabilityDesignMethod.
///
/// The stability design method.
///
public static LocationDesignOptionsStabilityDesignMethod ConvertToInputStabilityDesignMethod(StabilityDesignMethod stabilityDesignMethod)
{
var translationTable = new Dictionary()
{
{StabilityDesignMethod.OptimizedSlopeAndShoulderAdaption, LocationDesignOptionsStabilityDesignMethod.OptimizedSlopeAndShoulderAdaption},
{StabilityDesignMethod.SlopeAdaptionBeforeShoulderAdaption, LocationDesignOptionsStabilityDesignMethod.SlopeAdaptionBeforeShoulderAdaption}
};
return translationTable[stabilityDesignMethod];
}
}
}