public void GetSubMechanismModelId_Always_ReturnsExpectedValues(int subMechanismModelId, int?expectedSubMechanismModelId)
{
// Setup
var input = new StructuresClosureFloodedCulvertCalculationInput(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);
// 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 = 27.7;
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 drainCoefficientMean = 21.1;
const double drainCoefficientStandardDeviation = 22.2;
const double areaFlowAperturesMean = 23.3;
const double areaFlowAperturesStandardDeviation = 24.4;
const double insideWaterLevelMean = 25.5;
const double insideWaterLevelStandardDeviation = 26.6;
// Call
var input = new StructuresClosureFloodedCulvertCalculationInput(hydraulicBoundaryLocationId,
sectionNormal,
forelandPoints, breakWater,
gravitationalAcceleration,
factorStormDurationOpenStructure,
failureProbabilityOpenStructure,
failureProbabilityReparation,
identicalApertures,
allowedLevelIncreaseStorageMean, allowedLevelIncreaseStorageStandardDeviation,
modelFactorStorageVolumeMean, modelFactorStorageVolumeStandardDeviation,
storageStructureAreaMean, storageStructureAreaVariation,
modelFactorInflowVolume,
flowWidthAtBottomProtectionMean, flowWidthAtBottomProtectionStandardDeviation,
criticalOvertoppingDischargeMean, criticalOvertoppingDischargeVariation,
failureProbabilityStructureWithErosion,
stormDurationMean, stormDurationVariation,
probabilityOpenStructureBeforeFlooding,
drainCoefficientMean, drainCoefficientStandardDeviation,
areaFlowAperturesMean, areaFlowAperturesStandardDeviation,
insideWaterLevelMean, insideWaterLevelStandardDeviation);
// 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());
}
