public void ParseForeshore_Use_ReturnCollection()
{
// Setup
var mockRepository = new MockRepository();
var foreshore = mockRepository.Stub <IUseForeshore>();
foreshore.UseForeshore = true;
var pointOne = new Point2D(1, 1);
var pointTwo = new Point2D(2, 2);
foreshore.Stub(call => call.ForeshoreGeometry).Return(new RoundedPoint2DCollection(2, new[]
{
pointOne,
pointTwo
}));
mockRepository.ReplayAll();
// Call
IEnumerable <HydraRingForelandPoint> parsedForeshore = HydraRingInputParser.ParseForeshore(foreshore);
// Assert
HydraRingForelandPoint[] actualForelandPoints = parsedForeshore.ToArray();
Assert.AreEqual(pointOne.X, actualForelandPoints[0].X);
Assert.AreEqual(pointOne.Y, actualForelandPoints[0].Z);
Assert.AreEqual(pointTwo.X, actualForelandPoints[1].X);
Assert.AreEqual(pointTwo.Y, actualForelandPoints[1].Z);
mockRepository.VerifyAll();
}
private static StructuresClosureVerticalWallCalculationInput CreateClosureVerticalWallCalculationInput(
ClosingStructuresInput structureInput,
GeneralClosingStructuresInput generalInput)
{
return(new StructuresClosureVerticalWallCalculationInput(
structureInput.HydraulicBoundaryLocation.Id,
structureInput.StructureNormalOrientation,
HydraRingInputParser.ParseForeshore(structureInput),
HydraRingInputParser.ParseBreakWater(structureInput),
generalInput.GravitationalAcceleration,
structureInput.FactorStormDurationOpenStructure,
structureInput.FailureProbabilityOpenStructure,
structureInput.FailureProbabilityReparation,
structureInput.IdenticalApertures,
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.StormDuration.Mean, structureInput.StormDuration.CoefficientOfVariation,
structureInput.ProbabilityOpenStructureBeforeFlooding,
generalInput.ModelFactorOvertoppingFlow.Mean, generalInput.ModelFactorOvertoppingFlow.StandardDeviation,
structureInput.StructureNormalOrientation,
structureInput.ModelFactorSuperCriticalFlow.Mean, structureInput.ModelFactorSuperCriticalFlow.StandardDeviation,
structureInput.LevelCrestStructureNotClosing.Mean, structureInput.LevelCrestStructureNotClosing.StandardDeviation,
structureInput.WidthFlowApertures.Mean, structureInput.WidthFlowApertures.StandardDeviation,
structureInput.DeviationWaveDirection));
}
/// <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 ParseForeshore_DoesNotUse_ReturnEmptyCollection()
{
// Setup
var mockRepository = new MockRepository();
var foreshore = mockRepository.Stub <IUseForeshore>();
foreshore.UseForeshore = false;
mockRepository.ReplayAll();
// Call
IEnumerable <HydraRingForelandPoint> parsedForeshore = HydraRingInputParser.ParseForeshore(foreshore);
// Assert
CollectionAssert.IsEmpty(parsedForeshore);
mockRepository.VerifyAll();
}
public void ParseBreakWater_DoesNotUse_ReturnNull(BreakWaterType breakWaterType)
{
// Setup
var mockRepository = new MockRepository();
var breakWater = mockRepository.Stub <IUseBreakWater>();
breakWater.UseBreakWater = false;
mockRepository.ReplayAll();
// Call
HydraRingBreakWater parsedBreakWater = HydraRingInputParser.ParseBreakWater(breakWater);
// Assert
Assert.IsNull(parsedBreakWater);
mockRepository.VerifyAll();
}
public void ParseBreakWater_Use_ReturnHydraRingBreakWater(BreakWaterType breakWaterType)
{
// Setup
var random = new Random(22);
double breakWaterHeight = random.NextDouble();
var mockRepository = new MockRepository();
var breakWater = mockRepository.Stub <IUseBreakWater>();
breakWater.UseBreakWater = true;
var expectedBreakWater = new BreakWater(breakWaterType, breakWaterHeight);
breakWater.Stub(call => call.BreakWater).Return(expectedBreakWater);
mockRepository.ReplayAll();
// Call
HydraRingBreakWater parsedBreakWater = HydraRingInputParser.ParseBreakWater(breakWater);
// Assert
Assert.AreEqual(BreakWaterTypeHelper.GetHydraRingBreakWaterType(breakWaterType), parsedBreakWater.Type);
Assert.AreEqual(expectedBreakWater.Height, parsedBreakWater.Height, expectedBreakWater.Height.GetAccuracy());
mockRepository.VerifyAll();
}
public void ParseBreakWater_InvalidBreakWaterType_ThrowInvalidEnumArgumentException()
{
// Setup
var random = new Random(22);
var mockRepository = new MockRepository();
var breakWater = mockRepository.Stub <IUseBreakWater>();
breakWater.UseBreakWater = true;
var expectedBreakWater = new BreakWater((BreakWaterType)99, random.NextDouble());
breakWater.Stub(call => call.BreakWater).Return(expectedBreakWater);
mockRepository.ReplayAll();
// Call
TestDelegate test = () => HydraRingInputParser.ParseBreakWater(breakWater);
// Assert
string message = $"The value of argument 'type' ({99}) is invalid for Enum type '{typeof(BreakWaterType).Name}'.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage <InvalidEnumArgumentException>(test, message);
mockRepository.VerifyAll();
}
/// <summary>
/// Creates an instance of <see cref="DikeHeightCalculationInput"/> for calculation purposes.
/// </summary>
/// <param name="calculation">The calculation containing the input for the dike height 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="DikeHeightCalculationInput"/> 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 DikeHeightCalculationInput CreateDikeHeightInput(GrassCoverErosionInwardsCalculation calculation,
GeneralGrassCoverErosionInwardsInput generalInput,
string hydraulicBoundaryDatabaseFilePath,
bool usePreprocessor)
{
var dikeHeightCalculationInput = new DikeHeightCalculationInput(calculation.InputParameters.HydraulicBoundaryLocation.Id,
calculation.InputParameters.DikeHeightTargetProbability,
calculation.InputParameters.Orientation,
ParseProfilePoints(calculation.InputParameters.DikeGeometry),
HydraRingInputParser.ParseForeshore(calculation.InputParameters),
HydraRingInputParser.ParseBreakWater(calculation.InputParameters),
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,
calculation.InputParameters.CriticalFlowRate.Mean,
calculation.InputParameters.CriticalFlowRate.StandardDeviation,
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(dikeHeightCalculationInput, hydraulicBoundaryDatabaseFilePath, usePreprocessor);
return(dikeHeightCalculationInput);
}
private static StructuresStabilityPointFloodedCulvertQuadraticCalculationInput CreateFloodedCulvertQuadraticCalculationInput(
StabilityPointStructuresInput structureInput,
GeneralStabilityPointStructuresInput generalInput)
{
return(new StructuresStabilityPointFloodedCulvertQuadraticCalculationInput(
structureInput.HydraulicBoundaryLocation.Id,
structureInput.StructureNormalOrientation,
HydraRingInputParser.ParseForeshore(structureInput),
HydraRingInputParser.ParseBreakWater(structureInput),
structureInput.VolumicWeightWater,
generalInput.GravitationalAcceleration,
structureInput.LevelCrestStructure.Mean,
structureInput.LevelCrestStructure.StandardDeviation,
structureInput.StructureNormalOrientation,
structureInput.FactorStormDurationOpenStructure,
structureInput.ThresholdHeightOpenWeir.Mean,
structureInput.ThresholdHeightOpenWeir.StandardDeviation,
structureInput.InsideWaterLevelFailureConstruction.Mean,
structureInput.InsideWaterLevelFailureConstruction.StandardDeviation,
structureInput.FailureProbabilityRepairClosure,
structureInput.FailureCollisionEnergy.Mean,
structureInput.FailureCollisionEnergy.CoefficientOfVariation,
generalInput.ModelFactorCollisionLoad.Mean,
generalInput.ModelFactorCollisionLoad.CoefficientOfVariation,
structureInput.ShipMass.Mean,
structureInput.ShipMass.CoefficientOfVariation,
structureInput.ShipVelocity.Mean,
structureInput.ShipVelocity.CoefficientOfVariation,
structureInput.LevellingCount,
structureInput.ProbabilityCollisionSecondaryStructure,
structureInput.FlowVelocityStructureClosable.Mean,
structureInput.FlowVelocityStructureClosable.CoefficientOfVariation,
structureInput.InsideWaterLevel.Mean,
structureInput.InsideWaterLevel.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.StormDuration.Mean,
structureInput.StormDuration.CoefficientOfVariation,
generalInput.ModelFactorLongThreshold.Mean,
generalInput.ModelFactorLongThreshold.StandardDeviation,
structureInput.BankWidth.Mean,
structureInput.BankWidth.StandardDeviation,
structureInput.EvaluationLevel,
generalInput.ModelFactorLoadEffect.Mean,
generalInput.ModelFactorLoadEffect.StandardDeviation,
generalInput.WaveRatioMaxHN,
generalInput.WaveRatioMaxHStandardDeviation,
structureInput.VerticalDistance,
generalInput.ModificationFactorWavesSlowlyVaryingPressureComponent,
generalInput.ModificationFactorDynamicOrImpulsivePressureComponent,
structureInput.DrainCoefficient.Mean,
structureInput.DrainCoefficient.StandardDeviation,
structureInput.AreaFlowApertures.Mean,
structureInput.AreaFlowApertures.StandardDeviation,
structureInput.ConstructiveStrengthQuadraticLoadModel.Mean,
structureInput.ConstructiveStrengthQuadraticLoadModel.CoefficientOfVariation,
structureInput.StabilityQuadraticLoadModel.Mean,
structureInput.StabilityQuadraticLoadModel.CoefficientOfVariation));
}
