// Copyright (C) Stichting Deltares 2018. All rights reserved.
//
// This file is part of the Dam Engine.
//
// The Dam Engine is free software: you can redistribute it and/or modify
// it under the terms of the GNU Affero 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 Affero General Public License for more details.
//
// You should have received a copy of the GNU Affero 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.Data.General;
using Deltares.DamEngine.Data.Geotechnics;
using Deltares.DamEngine.Data.Standard.Calculation;
using Deltares.DamEngine.Data.Standard.Logging;
using Deltares.DamEngine.Io.XmlInput;
using Deltares.DamEngine.Io.XmlOutput;
namespace Deltares.DamEngine.Interface
{
///
/// Converts types from Dam 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.AssessmentRegional, DamProjectType.AssessmentRegional},
{InputDamProjectType.Design, DamProjectType.Design},
{InputDamProjectType.Operational, DamProjectType.Operational}
};
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.AssessmentRegional, InputDamProjectType.AssessmentRegional},
{DamProjectType.Design, InputDamProjectType.Design},
{DamProjectType.Operational, 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];
}
///
/// 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 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];
}
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
///
/// Converts the input characteristic point type to the Dam characteristic point type
///
/// Type of the input point.
///
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];
}
///
/// Converts the Dam characteristic point type to the input characteristic point type
///
/// Type of the characteristic point.
///
public static int ConvertToInputPointType(CharacteristicPointType characteristicPointType)
{
var translationTable = new Dictionary()
{
{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 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(SoilProfileType soilProfileType)
{
var translationTable = new Dictionary()
{
{SoilProfileType.ProfileType1D, 0},
{SoilProfileType.ProfileType2D, 1},
{SoilProfileType.ProfileTypeStiFile, 2}
};
return translationTable[soilProfileType];
}
///
/// Converts the input profile type to the Dam profile type
///
/// Type of the soil geometry.
///
public static SoilProfileType ConvertToSoilGeometryType(int soilGeometryType)
{
var translationTable = new Dictionary()
{
{0, SoilProfileType.ProfileType1D},
{1, SoilProfileType.ProfileType2D},
{2, SoilProfileType.ProfileTypeStiFile}
};
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.SellmeijerVnk, InputPipingModelType.SellmeijerVnk},
{PipingModelType.Sellmeijer4Forces, InputPipingModelType.Sellmeijer4Forces},
{PipingModelType.Wti2017, InputPipingModelType.WbiSellmeijerRevised}
};
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.SellmeijerVnk},
{InputPipingModelType.Sellmeijer4Forces, PipingModelType.Sellmeijer4Forces},
{InputPipingModelType.WbiSellmeijerRevised, PipingModelType.Wti2017}
};
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 stability model to the output stability model.
///
/// Type of the stability model.
///
public static DesignResultStabilityDesignResultsStabilityModelType ConvertToOutputStabilityModelType(MStabModelType stabilityModelType)
{
var translationTable = new Dictionary()
{
{MStabModelType.Bishop, DesignResultStabilityDesignResultsStabilityModelType.Bishop},
{MStabModelType.UpliftVan, DesignResultStabilityDesignResultsStabilityModelType.UpliftVan},
{MStabModelType.BishopUpliftVan, DesignResultStabilityDesignResultsStabilityModelType.BishopUpliftVan}
};
return translationTable[stabilityModelType];
}
///
/// Converts the output stability model to the Dam stability model.
///
/// Type of the output stability model.
///
public static MStabModelType ConvertToStabilityModelType(DesignResultStabilityDesignResultsStabilityModelType outputStabilityModelType)
{
var translationTable = new Dictionary()
{
{DesignResultStabilityDesignResultsStabilityModelType.Bishop, MStabModelType.Bishop},
{DesignResultStabilityDesignResultsStabilityModelType.UpliftVan, MStabModelType.UpliftVan},
{DesignResultStabilityDesignResultsStabilityModelType.BishopUpliftVan, MStabModelType.BishopUpliftVan}
};
return translationTable[outputStabilityModelType];
}
///
/// 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];
}
///
/// 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];
}
///
/// Converts the type of to input message.
///
/// 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 type of to message.
///
/// Type of the validation result message.
///
public static LogMessageType ConvertToLogMessageType(MessageMessageType validationResultMessageType)
{
var translationTable = new Dictionary()
{
{MessageMessageType.Warning, LogMessageType.Warning},
{MessageMessageType.Error, LogMessageType.Error},
{MessageMessageType.Info, LogMessageType.Info}
};
return translationTable[validationResultMessageType];
}
///
/// 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 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.SuMeasured, SoilShearStrengthModel.SuMeasured},
{ShearStrengthModel.SuCalculated, SoilShearStrengthModel.SuCalculated},
{ShearStrengthModel.SuGradient, SoilShearStrengthModel.SuGradient},
{ShearStrengthModel.SuCalculatedWithYield, SoilShearStrengthModel.SuCalculatedWithYield},
{ShearStrengthModel.CPhiOrSuCalculated, SoilShearStrengthModel.CPhiOrSuCalculated},
};
return translationTable[shearStrengthModel];
}
///
/// 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 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.SuMeasured},
{SoilShearStrengthModel.SuCalculated, ShearStrengthModel.SuCalculated},
{SoilShearStrengthModel.SuGradient, ShearStrengthModel.SuGradient},
{SoilShearStrengthModel.SuCalculatedWithYield, ShearStrengthModel.SuCalculatedWithYield},
{SoilShearStrengthModel.CPhiOrSuCalculated, ShearStrengthModel.CPhiOrSuCalculated},
};
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];
}
///
/// The load situation dry
///
public const int LoadSituationDry = 0;
///
/// The load situation wet
///
public const int LoadSituationWet = 1;
///
/// Converts to Load Situation.
///
/// The input Load Situation.
///
public static LoadSituation ConvertToLoadSituation(int inputLoadSituation)
{
var translationTable = new Dictionary()
{
{LoadSituationDry, LoadSituation.Dry},
{LoadSituationWet, LoadSituation.Wet}
};
return translationTable[inputLoadSituation];
}
///
/// Converts to output LoadSituation.
///
/// The Load Situation.
///
public static int ConvertToOutputLoadSituation(LoadSituation loadSituation)
{
var translationTable = new Dictionary()
{
{LoadSituation.Dry, LoadSituationDry},
{LoadSituation.Wet, LoadSituationWet}
};
return translationTable[loadSituation];
}
///
/// The dike dry sensitivity none
///
public const int DikeDrySensitivityNone = 0;
///
/// The dike dry sensitivity dry
///
public const int DikeDrySensitivityDry = 1;
///
/// Converts to Dike Dry Sensitivity.
///
/// The input DikeDrySensitivity.
///
public static DikeDrySensitivity ConvertToDikeDrySensitivity(int inputDikeDrySensitivity)
{
var translationTable = new Dictionary()
{
{DikeDrySensitivityNone, DikeDrySensitivity.None},
{DikeDrySensitivityDry, DikeDrySensitivity.Dry}
};
return translationTable[inputDikeDrySensitivity];
}
///
/// Converts to output Dike Dry Sensitivity.
///
/// The DikeDrySensitivity.
///
public static int ConvertToOutputDikeDrySensitivity(DikeDrySensitivity dikeDrySensitivity)
{
var translationTable = new Dictionary()
{
{DikeDrySensitivity.None, DikeDrySensitivityNone},
{DikeDrySensitivity.Dry, DikeDrySensitivityDry}
};
return translationTable[dikeDrySensitivity];
}
///
/// The hydraulic shortcut type hydraulic shortcut
///
public const int HydraulicShortcutTypeHydraulicShortcut = 0;
///
/// The hydraulic shortcut type no hydraulic shortcut
///
public const int HydraulicShortcutTypeNoHydraulicShortcut = 1;
///
/// Converts to Hydraulic Shortcut Type.
///
/// The input HydraulicShortcutType.
///
public static HydraulicShortcutType ConvertToHydraulicShortcutType(int inputHydraulicShortcutType)
{
var translationTable = new Dictionary()
{
{HydraulicShortcutTypeHydraulicShortcut, HydraulicShortcutType.HydraulicShortcut},
{HydraulicShortcutTypeNoHydraulicShortcut, HydraulicShortcutType.NoHydraulicShortcut}
};
return translationTable[inputHydraulicShortcutType];
}
///
/// Converts to output Hydraulic Shortcut Type.
///
/// The HydraulicShortcutType.
///
public static int ConvertToOutputHydraulicShortcutType(HydraulicShortcutType hydraulicShortcutType)
{
var translationTable = new Dictionary()
{
{HydraulicShortcutType.HydraulicShortcut, HydraulicShortcutTypeHydraulicShortcut},
{HydraulicShortcutType.NoHydraulicShortcut, HydraulicShortcutTypeNoHydraulicShortcut}
};
return translationTable[hydraulicShortcutType];
}
///
/// The uplift type uplift
///
public const int UpliftTypeUplift = 0;
///
/// The uplift type no uplift
///
public const int UpliftTypeNoUplift = 1;
///
/// Converts to Uplift Type.
///
/// The input UpliftType.
///
public static UpliftType ConvertToUpliftType(int inputUpliftType)
{
var translationTable = new Dictionary()
{
{UpliftTypeUplift, UpliftType.Uplift},
{UpliftTypeNoUplift, UpliftType.NoUplift}
};
return translationTable[inputUpliftType];
}
///
/// Converts to output Uplift Type.
///
/// The UpliftType.
///
public static int ConvertToOutputUpliftType(UpliftType upliftType)
{
var translationTable = new Dictionary()
{
{UpliftType.Uplift, UpliftTypeUplift},
{UpliftType.NoUplift, UpliftTypeNoUplift}
};
return translationTable[upliftType];
}
///
/// The m stab model type bishop
///
public const int MStabModelTypeBishop = 0;
///
/// The m stab model type spencer
///
public const int MStabModelTypeSpencer = 1;
///
/// The m stab model type fellenius
///
public const int MStabModelTypeFellenius = 2;
///
/// The m stab model type uplift van
///
public const int MStabModelTypeUpliftVan = 3;
///
/// The m stab model type uplift spencer
///
public const int MStabModelTypeUpliftSpencer = 4;
///
/// The m stab model type bishop random field
///
public const int MStabModelTypeBishopRandomField = 5;
///
/// The m stab model type horizontal balance
///
public const int MStabModelTypeHorizontalBalance = 6;
///
/// The m stab model type bishop uplift van
///
public const int MStabModelTypeBishopUpliftVan = 7;
///
/// The m stab model type spencer high
///
public const int MStabModelTypeSpencerHigh = 8;
///
/// The m stab model type spencer low
///
public const int MStabModelTypeSpencerLow = 9;
///
/// Converts to MStab Model Type.
///
/// The input MStabModelType.
///
public static MStabModelType ConvertToMStabModelType(int inputMStabModelType)
{
var translationTable = new Dictionary()
{
{MStabModelTypeBishop, MStabModelType.Bishop},
{MStabModelTypeSpencer, MStabModelType.Spencer},
{MStabModelTypeFellenius, MStabModelType.Fellenius},
{MStabModelTypeUpliftVan, MStabModelType.UpliftVan},
{MStabModelTypeUpliftSpencer, MStabModelType.UpliftSpencer},
{MStabModelTypeBishopRandomField, MStabModelType.BishopRandomField},
{MStabModelTypeHorizontalBalance, MStabModelType.HorizontalBalance},
{MStabModelTypeBishopUpliftVan, MStabModelType.BishopUpliftVan},
{MStabModelTypeSpencerHigh, MStabModelType.SpencerHigh},
{MStabModelTypeSpencerLow, MStabModelType.SpencerLow}
};
return translationTable[inputMStabModelType];
}
///
/// Converts to output MStabModelType.
///
/// The UpliftType.
///
public static int ConvertToOutputMStabModelType(MStabModelType mStabModelType)
{
var translationTable = new Dictionary()
{
{MStabModelType.Bishop, MStabModelTypeBishop},
{MStabModelType.Spencer, MStabModelTypeSpencer},
{MStabModelType.Fellenius, MStabModelTypeFellenius},
{MStabModelType.UpliftVan, MStabModelTypeUpliftVan},
{MStabModelType.UpliftSpencer, MStabModelTypeUpliftSpencer},
{MStabModelType.BishopRandomField, MStabModelTypeBishopRandomField},
{MStabModelType.HorizontalBalance, MStabModelTypeHorizontalBalance},
{MStabModelType.BishopUpliftVan, MStabModelTypeBishopUpliftVan},
{MStabModelType.SpencerHigh, MStabModelTypeSpencerHigh},
{MStabModelType.SpencerLow, MStabModelTypeSpencerLow}
};
return translationTable[mStabModelType];
}
///
/// The scenario type scenario01
///
public const int ScenarioTypeScenario01 = 0;
///
/// The scenario type scenario02
///
public const int ScenarioTypeScenario02 = 1;
///
/// The scenario type scenario03
///
public const int ScenarioTypeScenario03 = 2;
///
/// The scenario type scenario04
///
public const int ScenarioTypeScenario04 = 3;
///
/// The scenario type scenario05
///
public const int ScenarioTypeScenario05 = 4;
///
/// The scenario type scenario06
///
public const int ScenarioTypeScenario06 = 5;
///
/// The scenario type scenario07
///
public const int ScenarioTypeScenario07 = 6;
///
/// The scenario type scenario08
///
public const int ScenarioTypeScenario08 = 7;
///
/// The scenario type scenario09
///
public const int ScenarioTypeScenario09 = 8;
///
/// The scenario type scenario10
///
public const int ScenarioTypeScenario10 = 9;
///
/// The scenario type scenario11
///
public const int ScenarioTypeScenario11 = 10;
///
/// Converts to Scenario Type.
///
/// The input ScenarioType.
///
public static ScenarioType ConvertToScenarioType(int inputScenarioType)
{
var translationTable = new Dictionary()
{
{ScenarioTypeScenario01, ScenarioType.Scenario01},
{ScenarioTypeScenario02, ScenarioType.Scenario02},
{ScenarioTypeScenario03, ScenarioType.Scenario03},
{ScenarioTypeScenario04, ScenarioType.Scenario04},
{ScenarioTypeScenario05, ScenarioType.Scenario05},
{ScenarioTypeScenario06, ScenarioType.Scenario06},
{ScenarioTypeScenario07, ScenarioType.Scenario07},
{ScenarioTypeScenario08, ScenarioType.Scenario08},
{ScenarioTypeScenario09, ScenarioType.Scenario09},
{ScenarioTypeScenario10, ScenarioType.Scenario10},
{ScenarioTypeScenario11, ScenarioType.Scenario11}
};
return translationTable[inputScenarioType];
}
///
/// Converts to output Scenario Type.
///
/// The ScenarioType.
///
public static int ConvertToOutputScenarioType(ScenarioType scenarioType)
{
var translationTable = new Dictionary()
{
{ScenarioType.Scenario01, ScenarioTypeScenario01},
{ScenarioType.Scenario02, ScenarioTypeScenario02},
{ScenarioType.Scenario03, ScenarioTypeScenario03},
{ScenarioType.Scenario04, ScenarioTypeScenario04},
{ScenarioType.Scenario05, ScenarioTypeScenario05},
{ScenarioType.Scenario06, ScenarioTypeScenario06},
{ScenarioType.Scenario07, ScenarioTypeScenario07},
{ScenarioType.Scenario08, ScenarioTypeScenario08},
{ScenarioType.Scenario09, ScenarioTypeScenario09},
{ScenarioType.Scenario10, ScenarioTypeScenario10},
{ScenarioType.Scenario11, ScenarioTypeScenario11}
};
return translationTable[scenarioType];
}
///
/// The piping model type bligh
///
public const int PipingModelTypeBligh = 0;
///
/// The piping model type sellmeijer
///
public const int PipingModelTypeSellmeijer = 1;
///
/// The piping model type sellmeijer4 forces
///
public const int PipingModelTypeSellmeijer4Forces = 2;
///
/// The piping model type wti2017
///
public const int PipingModelTypeWti2017 = 3;
///
/// Converts to Piping Model Type.
///
/// The input PipingModelType.
///
public static PipingModelType ConvertToPipingModelType(int inputPipingModelType)
{
var translationTable = new Dictionary()
{
{PipingModelTypeBligh, PipingModelType.Bligh},
{PipingModelTypeSellmeijer, PipingModelType.SellmeijerVnk},
{PipingModelTypeSellmeijer4Forces, PipingModelType.Sellmeijer4Forces},
{PipingModelTypeWti2017, PipingModelType.Wti2017}
};
return translationTable[inputPipingModelType];
}
///
/// Converts to output PipingModelType.
///
/// The UpliftType.
///
public static int ConvertToOutputPipingModelType(PipingModelType pipingModelType)
{
var translationTable = new Dictionary()
{
{PipingModelType.Bligh, PipingModelTypeBligh},
{PipingModelType.SellmeijerVnk, PipingModelTypeSellmeijer},
{PipingModelType.Sellmeijer4Forces, PipingModelTypeSellmeijer4Forces},
{PipingModelType.Wti2017, PipingModelTypeWti2017}
};
return translationTable[pipingModelType];
}
///
/// The rw result type probability of failure
///
public const int RwResultTypeProbabilityOfFailure = 0;
///
/// The rw result type safety factor
///
public const int RwResultTypeSafetyFactor = 1;
///
/// Converts to RegionalResult Type.
///
/// The input RegionalResultType.
///
public static RegionalResultType ConvertToRegionalResultType(int inputRegionalResultType)
{
var translationTable = new Dictionary()
{
{RwResultTypeProbabilityOfFailure, RegionalResultType.ProbabilityOfFailure},
{RwResultTypeSafetyFactor, RegionalResultType.SafetyFactor}
};
return translationTable[inputRegionalResultType];
}
///
/// Converts to output RegionalResult Type.
///
/// The RegionalResultType.
///
public static int ConvertToOutputRegionalResultType(RegionalResultType regionalResultType)
{
var translationTable = new Dictionary()
{
{RegionalResultType.ProbabilityOfFailure, RwResultTypeProbabilityOfFailure},
{RegionalResultType.SafetyFactor, RwResultTypeSafetyFactor}
};
return translationTable[regionalResultType];
}
public const int SoilTypeClay = 0;
public const int SoilTypeGravel = 1;
public const int SoilTypeLoam = 2;
public const int SoilTypePeat = 3;
public const int SoilTypeSand = 4;
///
/// Converts the input dikeMaterialType to SoilType.
///
/// Type of the dike material.
///
public static SoilType ConvertToSoilType(int dikeMaterialType)
{
var translationTable = new Dictionary()
{
{SoilTypeClay, SoilType.Clay},
{SoilTypeGravel, SoilType.Gravel},
{SoilTypeLoam, SoilType.Loam},
{SoilTypePeat, SoilType.Peat},
{SoilTypeSand, SoilType.Sand}
};
return translationTable[dikeMaterialType];
}
///
/// Converts the SoilType to the input dikeMaterialType.
///
/// Type of the soil.
///
public static int ConvertToInputSoilType(SoilType soilType)
{
var translationTable = new Dictionary()
{
{SoilType.Clay, SoilTypeClay},
{SoilType.Gravel, SoilTypeGravel},
{SoilType.Loam, SoilTypeLoam},
{SoilType.Peat, SoilTypePeat},
{SoilType.Sand, SoilTypeSand}
};
return translationTable[soilType];
}
///
/// Constants for translating to Enums TimeStepUnit
///
public const uint TimeStepUnitSecond = 0;
public const uint TimeStepUnitMinute = 1;
public const uint TimeStepUnitHour = 2;
public const uint TimeStepUnitDay = 3;
public const uint TimeStepUnitMonth = 4;
public const uint TimeStepUnitWeek = 5;
public const uint TimeStepUnitYear = 6;
public const uint TimeStepUnitNonequidistant = 7;
///
/// Converts the input TimeStepUnit to the TimeStepUnit.
///
/// The time step unit.
///
public static TimeStepUnit ConvertToTimeStepUnit(uint timeStepUnit)
{
var translationTable = new Dictionary()
{
{TimeStepUnitSecond, TimeStepUnit.Second},
{TimeStepUnitMinute, TimeStepUnit.Minute},
{TimeStepUnitHour, TimeStepUnit.Hour},
{TimeStepUnitDay, TimeStepUnit.Day},
{TimeStepUnitMonth, TimeStepUnit.Month},
{TimeStepUnitWeek, TimeStepUnit.Week},
{TimeStepUnitYear, TimeStepUnit.Year},
{TimeStepUnitNonequidistant, TimeStepUnit.Nonequidistant},
};
return translationTable[timeStepUnit];
}
///
/// Converts the TimeStepUnit to the input TimeStepUnit.
///
/// The time step unit.
///
public static uint ConvertToInputTimeStepUnit(TimeStepUnit timeStepUnit)
{
var translationTable = new Dictionary()
{
{TimeStepUnit.Second, TimeStepUnitSecond},
{TimeStepUnit.Minute, TimeStepUnitMinute},
{TimeStepUnit.Hour, TimeStepUnitHour},
{TimeStepUnit.Day, TimeStepUnitDay},
{TimeStepUnit.Month, TimeStepUnitMonth},
{TimeStepUnit.Week, TimeStepUnitWeek},
{TimeStepUnit.Year, TimeStepUnitYear},
{TimeStepUnit.Nonequidistant, TimeStepUnitNonequidistant},
};
return translationTable[timeStepUnit];
}
///
/// Constants for translating to Enums PlLineType
///
public const uint PlLineTypePl1 = 1;
public const uint PlLineTypePl2 = 2;
public const uint PlLineTypePl3 = 3;
public const uint PlLineTypePl4 = 4;
///
/// Converts the input plLineType to Dam plLineType.
///
/// Type of the pl line.
/// plLineType
public static PlLineType ConvertToPlLineType(uint plLineType)
{
var translationTable = new Dictionary()
{
{PlLineTypePl1, PlLineType.Pl1},
{PlLineTypePl2, PlLineType.Pl2},
{PlLineTypePl3, PlLineType.Pl3},
{PlLineTypePl4, PlLineType.Pl4}
};
return translationTable[plLineType];
}
///
/// Converts the Dam plLineType to input plLineType.
///
/// Type of the pl line.
/// plLineType as integer
public static uint ConvertToInputPlLineType(PlLineType plLineType)
{
var translationTable = new Dictionary()
{
{PlLineType.Pl1, PlLineTypePl1},
{PlLineType.Pl2, PlLineTypePl2},
{PlLineType.Pl3, PlLineTypePl3},
{PlLineType.Pl4, PlLineTypePl4}
};
return translationTable[plLineType];
}
///
/// Constants for translating to Enums SensorType
///
public const uint SensorTypePiezometricHead = 0;
public const uint SensorTypeWaterLevel = 1;
public const uint SensorTypePolderLevel = 2;
///
/// Converts the Dam sensorType to input sensorType.
///
/// Type of the sensor.
/// sensorType
public static SensorType ConvertToSensorType(uint sensorType)
{
var translationTable = new Dictionary()
{
{SensorTypePiezometricHead, SensorType.PiezometricHead},
{SensorTypePolderLevel, SensorType.PolderLevel},
{SensorTypeWaterLevel, SensorType.WaterLevel}
};
return translationTable[sensorType];
}
///
/// Converts the Dam sensorType to input sensorType.
///
/// Type of the sensor.
/// sensorType as integer
public static uint ConvertToInputSensorType(SensorType sensorType)
{
var translationTable = new Dictionary()
{
{SensorType.PiezometricHead, SensorTypePiezometricHead},
{SensorType.PolderLevel, SensorTypePolderLevel},
{SensorType.WaterLevel, SensorTypeWaterLevel}
};
return translationTable[sensorType];
}
///
/// Constants for translating to Enums DataSourceTypeSensors
///
public const uint DataSourceTypeSensorsIgnore = 0;
public const uint DataSourceTypeSensorsLocationData = 1;
public const uint DataSourceTypeSensorsSensor = 2;
///
/// Converts the Dam DataSourceTypeSensors to input DataSourceTypeSensors.
///
/// The data source type sensors.
///
/// DataSourceTypeSensors
///
public static DataSourceTypeSensors ConvertToDataSourceTypeSensors(uint dataSourceTypeSensors)
{
var translationTable = new Dictionary()
{
{DataSourceTypeSensorsIgnore, DataSourceTypeSensors.Ignore},
{DataSourceTypeSensorsLocationData, DataSourceTypeSensors.LocationData},
{DataSourceTypeSensorsSensor, DataSourceTypeSensors.Sensor}
};
return translationTable[dataSourceTypeSensors];
}
///
/// Converts the Dam DataSourceType to input DataSourceType.
///
/// The data source type sensors.
///
/// DataSourceType as integer
///
public static uint ConvertToInputDataSourceTypeSensors(DataSourceTypeSensors dataSourceTypeSensors)
{
var translationTable = new Dictionary()
{
{DataSourceTypeSensors.Ignore, DataSourceTypeSensorsIgnore},
{DataSourceTypeSensors.LocationData, DataSourceTypeSensorsLocationData},
{DataSourceTypeSensors.Sensor, DataSourceTypeSensorsSensor}
};
return translationTable[dataSourceTypeSensors];
}
}
}