public void GetSubMechanismModelId_Always_ReturnsExpectedValues(int subMechanismModelId, int?expectedSubMechanismModelId)
{
// Setup
var input = new StructuresClosureLowSillCalculationInput(111, double.NaN,
Enumerable.Empty <HydraRingForelandPoint>(),
new HydraRingBreakWater(1, 1.1),
1.1, 222, 333, 5.5, 6, 7.7, 8.8, 11, 22, 33, 44, 55,
66, 77, 88, 99, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21,
22, 23);
// Call
int?actualSubMechanismModelId = input.GetSubMechanismModelId(subMechanismModelId);
// Assert
Assert.AreEqual(expectedSubMechanismModelId, actualSubMechanismModelId);
}
public void Constructor_ExpectedValues()
{
// Setup
const int hydraulicBoundaryLocationId = 1000;
IEnumerable <HydraRingForelandPoint> forelandPoints = Enumerable.Empty <HydraRingForelandPoint>();
var breakWater = new HydraRingBreakWater(1, 1.1);
const double sectionNormal = 31.1;
const double gravitationalAcceleration = 1.1;
const double factorStormDurationOpenStructure = 2.2;
const double failureProbabilityOpenStructure = 3.3;
const double failureProbabilityReparation = 4.4;
const int identicalApertures = 5;
const double allowedLevelIncreaseStorageMean = 6.6;
const double allowedLevelIncreaseStorageStandardDeviation = 7.7;
const double modelFactorStorageVolumeMean = 8.8;
const double modelFactorStorageVolumeStandardDeviation = 9.9;
const double storageStructureAreaMean = 10.0;
const double storageStructureAreaVariation = 11.1;
const double modelFactorInflowVolume = 12.2;
const double flowWidthAtBottomProtectionMean = 13.3;
const double flowWidthAtBottomProtectionStandardDeviation = 14.4;
const double criticalOvertoppingDischargeMean = 15.5;
const double criticalOvertoppingDischargeVariation = 16.6;
const double failureProbabilityStructureWithErosion = 17.7;
const double stormDurationMean = 18.8;
const double stormDurationVariation = 19.9;
const double probabilityOpenStructureBeforeFlooding = 20.0;
const double thresholdHeightOpenWeirMean = 21.1;
const double thresholdHeightOpenWeirStandardDeviation = 22.2;
const double insideWaterLevelMean = 23.3;
const double insideWaterLevelStandardDeviation = 24.4;
const double widthFlowAperturesMean = 25.5;
const double widthFlowAperturesStandardDeviation = 26.6;
const double modelFactorLongThresholdMean = 27.7;
const double modelFactorLongThresholdStandardDeviation = 28.8;
// Call
var input = new StructuresClosureLowSillCalculationInput(hydraulicBoundaryLocationId,
sectionNormal,
forelandPoints, breakWater,
gravitationalAcceleration,
factorStormDurationOpenStructure,
failureProbabilityOpenStructure,
failureProbabilityReparation,
identicalApertures,
allowedLevelIncreaseStorageMean, allowedLevelIncreaseStorageStandardDeviation,
modelFactorStorageVolumeMean, modelFactorStorageVolumeStandardDeviation,
storageStructureAreaMean, storageStructureAreaVariation,
modelFactorInflowVolume,
flowWidthAtBottomProtectionMean, flowWidthAtBottomProtectionStandardDeviation,
criticalOvertoppingDischargeMean, criticalOvertoppingDischargeVariation,
failureProbabilityStructureWithErosion,
stormDurationMean, stormDurationVariation,
probabilityOpenStructureBeforeFlooding,
thresholdHeightOpenWeirMean, thresholdHeightOpenWeirStandardDeviation,
insideWaterLevelMean, insideWaterLevelStandardDeviation,
widthFlowAperturesMean, widthFlowAperturesStandardDeviation,
modelFactorLongThresholdMean, modelFactorLongThresholdStandardDeviation);
// Assert
Assert.IsInstanceOf <StructuresClosureCalculationInput>(input);
Assert.AreEqual(hydraulicBoundaryLocationId, input.HydraulicBoundaryLocationId);
Assert.AreEqual(1, input.CalculationTypeId);
Assert.AreEqual(58, input.VariableId);
Assert.AreEqual(HydraRingFailureMechanismType.StructuresClosure, input.FailureMechanismType);
HydraRingSection section = input.Section;
Assert.AreEqual(1, section.SectionId);
Assert.IsNaN(section.SectionLength);
Assert.AreEqual(sectionNormal, section.CrossSectionNormal);
Assert.AreSame(forelandPoints, input.ForelandPoints);
Assert.AreSame(breakWater, input.BreakWater);
HydraRingDataEqualityHelper.AreEqual(GetDefaultVariables().ToArray(), input.Variables.ToArray());
}
