public void GetSubMechanismModelId_Always_ReturnsExpectedValues(int subMechanismModelId, int?expectedSubMechanismModelId)
{
// Call
var overtoppingCalculationInput = new OvertoppingCalculationInput(
1, double.NaN,
new List <HydraRingRoughnessProfilePoint>(),
new List <HydraRingForelandPoint>(),
new HydraRingBreakWater(0, 1.1),
2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14,
15, 16, 17, 18, 19, 20, 21, 22);
// Assert
Assert.AreEqual(expectedSubMechanismModelId, overtoppingCalculationInput.GetSubMechanismModelId(subMechanismModelId));
}
/// <summary>
/// Performs an overtopping calculation.
/// </summary>
/// <param name="calculation">The calculation containing the input for the overtopping 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>
/// <param name="numberOfCalculators">The total number of calculations to perform.</param>
/// <returns>A <see cref="OvertoppingOutput"/>.</returns>
/// <exception cref="HydraRingCalculationException">Thrown when an error occurs while performing the calculation.</exception>
private OvertoppingOutput CalculateOvertopping(GrassCoverErosionInwardsCalculation calculation,
GeneralGrassCoverErosionInwardsInput generalInput,
string hydraulicBoundaryDatabaseFilePath,
bool usePreprocessor,
int numberOfCalculators)
{
NotifyProgress(string.Format(Resources.GrassCoverErosionInwardsCalculationService_Calculate_Executing_calculation_of_type_0,
Resources.GrassCoverErosionInwardsCalculationService_Overtopping),
1, numberOfCalculators);
OvertoppingCalculationInput overtoppingCalculationInput = CreateOvertoppingInput(calculation,
generalInput,
hydraulicBoundaryDatabaseFilePath,
usePreprocessor);
PerformCalculation(() => overtoppingCalculator.Calculate(overtoppingCalculationInput),
() => overtoppingCalculator.LastErrorFileContent,
() => overtoppingCalculator.OutputDirectory,
calculation.Name,
Resources.GrassCoverErosionInwardsCalculationService_Overtopping);
GeneralResult <TopLevelFaultTreeIllustrationPoint> generalResult = null;
try
{
generalResult = calculation.InputParameters.ShouldOvertoppingOutputIllustrationPointsBeCalculated
? ConvertIllustrationPointsResult(overtoppingCalculator.IllustrationPointsResult,
overtoppingCalculator.IllustrationPointsParserErrorMessage)
: null;
}
catch (ArgumentException e)
{
log.Warn(string.Format(Resources.GrassCoverErosionInwardsCalculationService_CalculateOvertopping_Error_in_reading_illustrationPoints_for_CalculationName_0_overtopping_with_ErrorMessage_1,
calculation.Name,
e.Message));
}
var overtoppingOutput = new OvertoppingOutput(overtoppingCalculator.WaveHeight,
overtoppingCalculator.IsOvertoppingDominant,
overtoppingCalculator.ExceedanceProbabilityBeta,
generalResult);
return(overtoppingOutput);
}
/// <summary>
/// Creates an instance of <see cref="OvertoppingCalculationInput"/> for calculation purposes.
/// </summary>
/// <param name="calculation">The calculation containing the input for the overtopping 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="OvertoppingCalculationInput"/> 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 OvertoppingCalculationInput CreateOvertoppingInput(GrassCoverErosionInwardsCalculation calculation,
GeneralGrassCoverErosionInwardsInput generalInput,
string hydraulicBoundaryDatabaseFilePath,
bool usePreprocessor)
{
var overtoppingCalculationInput = new OvertoppingCalculationInput(calculation.InputParameters.HydraulicBoundaryLocation.Id,
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,
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(overtoppingCalculationInput, hydraulicBoundaryDatabaseFilePath, usePreprocessor);
return(overtoppingCalculationInput);
}
public void Constructor_Always_ExpectedValues()
{
// Setup
const int hydraulicBoundaryLocationId = 1000;
const double sectionNormal = 22.2;
const double dikeHeight = 1.1;
const double modelFactorCriticalOvertopping = 2.2;
const double factorFbMean = 3.3;
const double factorFbStandardDeviation = 4.4;
const double factorFbLowerBoundary = 14.4;
const double factorFbUpperBoundary = 15.5;
const double factorFnMean = 5.5;
const double factorFnStandardDeviation = 6.6;
const double factorFnLowerBoundary = 16.6;
const double factorFnUpperBoundary = 17.7;
const double modelFactorOvertopping = 7.7;
const double criticalOvertoppingMean = 8.8;
const double criticalOvertoppingStandardDeviation = 9.9;
const double modelFactorFrunupMean = 10.0;
const double modelFactorFrunupStandardDeviation = 11.1;
const double modelFactorFrunupLowerBoundary = 18.8;
const double modelFactorFrunupUpperBoundary = 19.9;
const double exponentModelFactorShallowMean = 12.2;
const double exponentModelFactorShallowStandardDeviation = 13.3;
const double exponentModelFactorShallowLowerBoundary = 20.0;
const double exponentModelFactorShallowUpperBoundary = 21.1;
var expectedRingProfilePoints = new List <HydraRingRoughnessProfilePoint>
{
new HydraRingRoughnessProfilePoint(1.1, 2.2, 3.3)
};
var expectedRingForelandPoints = new List <HydraRingForelandPoint>
{
new HydraRingForelandPoint(2.2, 3.3)
};
var expectedRingBreakWater = new HydraRingBreakWater(2, 3.3);
// Call
var overtoppingCalculationInput = new OvertoppingCalculationInput(
hydraulicBoundaryLocationId, sectionNormal,
expectedRingProfilePoints, expectedRingForelandPoints, expectedRingBreakWater,
dikeHeight,
modelFactorCriticalOvertopping,
factorFbMean, factorFbStandardDeviation,
factorFbLowerBoundary, factorFbUpperBoundary,
factorFnMean, factorFnStandardDeviation,
factorFnLowerBoundary, factorFnUpperBoundary,
modelFactorOvertopping,
criticalOvertoppingMean, criticalOvertoppingStandardDeviation,
modelFactorFrunupMean, modelFactorFrunupStandardDeviation,
modelFactorFrunupLowerBoundary, modelFactorFrunupUpperBoundary,
exponentModelFactorShallowMean, exponentModelFactorShallowStandardDeviation,
exponentModelFactorShallowLowerBoundary, exponentModelFactorShallowUpperBoundary);
// Assert
Assert.IsInstanceOf <ExceedanceProbabilityCalculationInput>(overtoppingCalculationInput);
Assert.AreEqual(1, overtoppingCalculationInput.CalculationTypeId);
Assert.AreEqual(HydraRingFailureMechanismType.DikesOvertopping, overtoppingCalculationInput.FailureMechanismType);
Assert.AreEqual(1, overtoppingCalculationInput.VariableId);
Assert.AreEqual(1017, overtoppingCalculationInput.FaultTreeModelId);
Assert.AreEqual(hydraulicBoundaryLocationId, overtoppingCalculationInput.HydraulicBoundaryLocationId);
HydraRingDataEqualityHelper.AreEqual(GetDefaultOvertoppingVariables().ToArray(), overtoppingCalculationInput.Variables.ToArray());
CollectionAssert.AreEqual(expectedRingProfilePoints, overtoppingCalculationInput.ProfilePoints);
CollectionAssert.AreEqual(expectedRingForelandPoints, overtoppingCalculationInput.ForelandPoints);
Assert.AreEqual(expectedRingBreakWater, overtoppingCalculationInput.BreakWater);
Assert.IsNaN(overtoppingCalculationInput.Beta);
HydraRingSection hydraRingSection = overtoppingCalculationInput.Section;
Assert.AreEqual(1, hydraRingSection.SectionId);
Assert.IsNaN(hydraRingSection.SectionLength);
Assert.AreEqual(sectionNormal, hydraRingSection.CrossSectionNormal);
}
public void Calculate(OvertoppingCalculationInput input)
{
Calculate(HydraRingUncertaintiesType.All, input);
}
