protected override StructuresStabilityPointCalculationInput CreateInput(StabilityPointStructuresInput structureInput,
GeneralStabilityPointStructuresInput generalInput,
string hydraulicBoundaryDatabaseFilePath,
bool usePreprocessor)
{
StabilityPointStructureInflowModelType inflowModelType = structureInput.InflowModelType;
if (!Enum.IsDefined(typeof(StabilityPointStructureInflowModelType), inflowModelType))
{
throw new InvalidEnumArgumentException(nameof(structureInput),
(int)inflowModelType,
typeof(StabilityPointStructureInflowModelType));
}
StructuresStabilityPointCalculationInput input;
switch (inflowModelType)
{
case StabilityPointStructureInflowModelType.LowSill:
input = CreateLowSillInput(structureInput, generalInput);
break;
case StabilityPointStructureInflowModelType.FloodedCulvert:
input = CreateFloodedCulvertInput(structureInput, generalInput);
break;
default:
throw new NotSupportedException();
}
HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(input, hydraulicBoundaryDatabaseFilePath, usePreprocessor);
return(input);
}
/// <summary>
/// Creates an instance of <see cref="OvertoppingRateCalculationInput"/> for calculation purposes.
/// </summary>
/// <param name="calculation">The calculation containing the input for the overtopping rate calculation.</param>
/// <param name="generalInput">The general grass cover erosion inwards calculation input parameters.</param>
/// <param name="hydraulicBoundaryDatabaseFilePath">The path which points to the hydraulic boundary database file.</param>
/// <param name="usePreprocessor">Indicator whether to use the preprocessor in the calculation.</param>
/// <returns>A new <see cref="OvertoppingRateCalculationInput"/> instance.</returns>
/// <exception cref="ArgumentException">Thrown when the <paramref name="hydraulicBoundaryDatabaseFilePath"/>
/// contains invalid characters.</exception>
/// <exception cref="CriticalFileReadException">Thrown when:
/// <list type="bullet">
/// <item>No settings database file could be found at the location of <paramref name="hydraulicBoundaryDatabaseFilePath"/>
/// with the same name.</item>
/// <item>Unable to open settings database file.</item>
/// <item>Unable to read required data from database file.</item>
/// </list>
/// </exception>
private static OvertoppingRateCalculationInput CreateOvertoppingRateInput(GrassCoverErosionInwardsCalculation calculation,
GeneralGrassCoverErosionInwardsInput generalInput,
string hydraulicBoundaryDatabaseFilePath,
bool usePreprocessor)
{
var overtoppingRateCalculationInput = new OvertoppingRateCalculationInput(calculation.InputParameters.HydraulicBoundaryLocation.Id,
calculation.InputParameters.OvertoppingRateTargetProbability,
calculation.InputParameters.Orientation,
ParseProfilePoints(calculation.InputParameters.DikeGeometry),
HydraRingInputParser.ParseForeshore(calculation.InputParameters),
HydraRingInputParser.ParseBreakWater(calculation.InputParameters),
calculation.InputParameters.DikeHeight,
generalInput.CriticalOvertoppingModelFactor,
generalInput.FbFactor.Mean,
generalInput.FbFactor.StandardDeviation,
generalInput.FbFactor.LowerBoundary,
generalInput.FbFactor.UpperBoundary,
generalInput.FnFactor.Mean,
generalInput.FnFactor.StandardDeviation,
generalInput.FnFactor.LowerBoundary,
generalInput.FnFactor.UpperBoundary,
generalInput.OvertoppingModelFactor,
generalInput.FrunupModelFactor.Mean,
generalInput.FrunupModelFactor.StandardDeviation,
generalInput.FrunupModelFactor.LowerBoundary,
generalInput.FrunupModelFactor.UpperBoundary,
generalInput.FshallowModelFactor.Mean,
generalInput.FshallowModelFactor.StandardDeviation,
generalInput.FshallowModelFactor.LowerBoundary,
generalInput.FshallowModelFactor.UpperBoundary);
HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(overtoppingRateCalculationInput, hydraulicBoundaryDatabaseFilePath, usePreprocessor);
return(overtoppingRateCalculationInput);
}
/// <summary>
/// Creates the input for a calculation for the given <paramref name="waterLevel"/>.
/// </summary>
/// <param name="waterLevel">The level of the water.</param>
/// <param name="a">The 'a' factor decided on failure mechanism level.</param>
/// <param name="b">The 'b' factor decided on failure mechanism level.</param>
/// <param name="c">The 'c' factor decided on failure mechanism level.</param>
/// <param name="targetProbability">The target probability to use.</param>
/// <param name="input">The input that is different per calculation.</param>
/// <param name="calculationSettings">The <see cref="HydraulicBoundaryCalculationSettings"/> containing all data
/// to perform a hydraulic boundary calculation.</param>
/// <returns>A <see cref="WaveConditionsCalculationInput"/>.</returns>
/// <exception cref="ArgumentException">Thrown when the hydraulic boundary database file path.
/// contains invalid characters.</exception>
/// <exception cref="CriticalFileReadException">Thrown when:
/// <list type="bullet">
/// <item>No settings database file could be found at the location of the hydraulic boundary database file path
/// with the same name.</item>
/// <item>Unable to open settings database file.</item>
/// <item>Unable to read required data from database file.</item>
/// </list>
/// </exception>
private static WaveConditionsCosineCalculationInput CreateInput(RoundedDouble waterLevel,
RoundedDouble a,
RoundedDouble b,
RoundedDouble c,
double targetProbability,
WaveConditionsInput input,
HydraulicBoundaryCalculationSettings calculationSettings)
{
var waveConditionsCosineCalculationInput = new WaveConditionsCosineCalculationInput(
1,
input.Orientation,
input.HydraulicBoundaryLocation.Id,
targetProbability,
HydraRingInputParser.ParseForeshore(input),
HydraRingInputParser.ParseBreakWater(input),
waterLevel,
a,
b,
c);
HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(waveConditionsCosineCalculationInput,
calculationSettings.HydraulicBoundaryDatabaseFilePath,
!string.IsNullOrEmpty(calculationSettings.PreprocessorDirectory));
return(waveConditionsCosineCalculationInput);
}
protected override StructuresOvertoppingCalculationInput CreateInput(HeightStructuresInput structureInput,
GeneralHeightStructuresInput generalInput,
string hydraulicBoundaryDatabaseFilePath,
bool usePreprocessor)
{
var structuresOvertoppingCalculationInput = new StructuresOvertoppingCalculationInput(
structureInput.HydraulicBoundaryLocation.Id,
structureInput.StructureNormalOrientation,
HydraRingInputParser.ParseForeshore(structureInput),
HydraRingInputParser.ParseBreakWater(structureInput),
generalInput.GravitationalAcceleration,
generalInput.ModelFactorOvertoppingFlow.Mean, generalInput.ModelFactorOvertoppingFlow.StandardDeviation,
structureInput.LevelCrestStructure.Mean, structureInput.LevelCrestStructure.StandardDeviation,
structureInput.StructureNormalOrientation,
structureInput.ModelFactorSuperCriticalFlow.Mean, structureInput.ModelFactorSuperCriticalFlow.StandardDeviation,
structureInput.AllowedLevelIncreaseStorage.Mean, structureInput.AllowedLevelIncreaseStorage.StandardDeviation,
generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation,
structureInput.StorageStructureArea.Mean, structureInput.StorageStructureArea.CoefficientOfVariation,
generalInput.ModelFactorInflowVolume,
structureInput.FlowWidthAtBottomProtection.Mean, structureInput.FlowWidthAtBottomProtection.StandardDeviation,
structureInput.CriticalOvertoppingDischarge.Mean, structureInput.CriticalOvertoppingDischarge.CoefficientOfVariation,
structureInput.FailureProbabilityStructureWithErosion,
structureInput.WidthFlowApertures.Mean, structureInput.WidthFlowApertures.StandardDeviation,
structureInput.DeviationWaveDirection,
structureInput.StormDuration.Mean, structureInput.StormDuration.CoefficientOfVariation);
HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(structuresOvertoppingCalculationInput, hydraulicBoundaryDatabaseFilePath, usePreprocessor);
return(structuresOvertoppingCalculationInput);
}
public void AssignSettingsFromDatabase_FileWithoutSettingsDatabase_ThrowsCriticalFileReadException()
{
// Call
void Call() => HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(new TestHydraRingCalculationInput(), "NoConfig.sqlite", false);
// Assert
Assert.Throws <CriticalFileReadException>(Call);
}
public void AssignSettingsFromDatabase_FileWithInvalidCharacters_ThrowsArgumentException()
{
// Call
void Call() => HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(new TestHydraRingCalculationInput(), ">", false);
// Assert
Assert.Throws <ArgumentException>(Call);
}
/// <summary>
/// Creates the input used in the calculation.
/// </summary>
/// <param name="duneLocation">The <see cref="DuneLocation"/> to create the input for.</param>
/// <param name="targetProbability">The target probability to use during the calculation.</param>
/// <param name="calculationSettings">The <see cref="HydraulicBoundaryCalculationSettings"/> with the
/// hydraulic boundary calculation settings.</param>
/// <returns>A <see cref="DunesBoundaryConditionsCalculationInput"/> with all needed
/// input data.</returns>
/// <exception cref="ArgumentException">Thrown when the hydraulic boundary database file path.
/// contains invalid characters.</exception>
/// <exception cref="CriticalFileReadException">Thrown when:
/// <list type="bullet">
/// <item>No settings database file could be found at the location of the hydraulic boundary database file path.
/// with the same name.</item>
/// <item>Unable to open settings database file.</item>
/// <item>Unable to read required data from database file.</item>
/// </list>
/// </exception>
private static DunesBoundaryConditionsCalculationInput CreateInput(DuneLocation duneLocation,
double targetProbability,
HydraulicBoundaryCalculationSettings calculationSettings)
{
var dunesBoundaryConditionsCalculationInput = new DunesBoundaryConditionsCalculationInput(1, duneLocation.Id, targetProbability);
HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(dunesBoundaryConditionsCalculationInput,
calculationSettings.HydraulicBoundaryDatabaseFilePath,
!string.IsNullOrEmpty(calculationSettings.PreprocessorDirectory));
return(dunesBoundaryConditionsCalculationInput);
}
public void AssignSettingsFromDatabase_FileWithEmptySettingsDatabase_DefaultsSettingsAdded(bool usePreprocessor)
{
// Setup
var input = new TestHydraRingCalculationInput();
// Call
HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(input, Path.Combine(testDataPath, "hrd.sqlite"), usePreprocessor);
// Assert
Assert.NotNull(input.DesignTablesSetting);
Assert.NotNull(input.NumericsSettings);
Assert.NotNull(input.TimeIntegrationSetting);
Assert.NotNull(input.PreprocessorSetting);
Assert.AreEqual(usePreprocessor, input.PreprocessorSetting.RunPreprocessor);
}
private static PipingCalculationInput CreateInput(ProbabilisticPipingCalculation calculation, GeneralPipingInput generalInput,
double sectionLength, string hydraulicBoundaryDatabaseFilePath, bool usePreprocessor)
{
ProbabilisticPipingInput pipingInput = calculation.InputParameters;
LogNormalDistribution thicknessCoverageLayer = DerivedPipingInput.GetThicknessCoverageLayer(pipingInput);
VariationCoefficientLogNormalDistribution seepageLength = DerivedPipingInput.GetSeepageLength(pipingInput);
LogNormalDistribution thicknessAquiferLayer = DerivedPipingInput.GetThicknessAquiferLayer(pipingInput);
VariationCoefficientLogNormalDistribution darcyPermeability = DerivedPipingInput.GetDarcyPermeability(pipingInput);
VariationCoefficientLogNormalDistribution diameterD70 = DerivedPipingInput.GetDiameterD70(pipingInput);
PipingCalculationInput input;
if (double.IsNaN(thicknessCoverageLayer.Mean))
{
input = new PipingCalculationInput(
pipingInput.HydraulicBoundaryLocation.Id,
sectionLength,
pipingInput.PhreaticLevelExit.Mean, pipingInput.PhreaticLevelExit.StandardDeviation,
generalInput.WaterVolumetricWeight,
generalInput.UpliftModelFactor.Mean, generalInput.UpliftModelFactor.StandardDeviation,
pipingInput.DampingFactorExit.Mean, pipingInput.DampingFactorExit.StandardDeviation,
seepageLength.Mean, seepageLength.CoefficientOfVariation,
thicknessAquiferLayer.Mean, thicknessAquiferLayer.StandardDeviation,
generalInput.SandParticlesVolumicWeight,
generalInput.SellmeijerModelFactor.Mean, generalInput.SellmeijerModelFactor.StandardDeviation,
generalInput.BeddingAngle,
generalInput.WhitesDragCoefficient,
generalInput.WaterKinematicViscosity,
darcyPermeability.Mean, darcyPermeability.CoefficientOfVariation,
diameterD70.Mean, diameterD70.CoefficientOfVariation,
generalInput.Gravity,
generalInput.CriticalHeaveGradient.Mean, generalInput.CriticalHeaveGradient.StandardDeviation);
}
else
{
LogNormalDistribution effectiveThicknessCoverageLayer = DerivedPipingInput.GetEffectiveThicknessCoverageLayer(pipingInput, generalInput);
LogNormalDistribution saturatedVolumicWeightOfCoverageLayer = DerivedPipingInput.GetSaturatedVolumicWeightOfCoverageLayer(pipingInput);
input = new PipingCalculationInput(
pipingInput.HydraulicBoundaryLocation.Id,
sectionLength,
pipingInput.PhreaticLevelExit.Mean, pipingInput.PhreaticLevelExit.StandardDeviation,
generalInput.WaterVolumetricWeight,
effectiveThicknessCoverageLayer.Mean, effectiveThicknessCoverageLayer.StandardDeviation,
saturatedVolumicWeightOfCoverageLayer.Mean, saturatedVolumicWeightOfCoverageLayer.StandardDeviation,
saturatedVolumicWeightOfCoverageLayer.Shift,
generalInput.UpliftModelFactor.Mean, generalInput.UpliftModelFactor.StandardDeviation,
pipingInput.DampingFactorExit.Mean, pipingInput.DampingFactorExit.StandardDeviation,
seepageLength.Mean, seepageLength.CoefficientOfVariation,
thicknessAquiferLayer.Mean, thicknessAquiferLayer.StandardDeviation,
generalInput.SandParticlesVolumicWeight,
generalInput.SellmeijerModelFactor.Mean, generalInput.SellmeijerModelFactor.StandardDeviation,
generalInput.BeddingAngle,
generalInput.WhitesDragCoefficient,
generalInput.WaterKinematicViscosity,
darcyPermeability.Mean, darcyPermeability.CoefficientOfVariation,
diameterD70.Mean, diameterD70.CoefficientOfVariation,
generalInput.Gravity,
generalInput.CriticalHeaveGradient.Mean, generalInput.CriticalHeaveGradient.StandardDeviation);
}
HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(input, hydraulicBoundaryDatabaseFilePath, usePreprocessor);
return(input);
}
