public void GetSubMechanismModelId_Always_ReturnsExpectedValues(int subMechanismModelId, int?expectedSubMechanismModelId)
{
// Call
var input = new HydraulicLoadsCalculationInputImplementation(1, 1.0 / 1000, 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);
// Assert
Assert.AreEqual(expectedSubMechanismModelId, input.GetSubMechanismModelId(subMechanismModelId));
}
public void Constructor_Always_ExpectedValues()
{
// Setup
const double targetProbability = 1.0 / 10000;
const int hydraulicBoundaryLocationId = 1000;
const double sectionNormal = 19.9;
const double modelFactorCriticalOvertopping = 1.1;
const double factorFbMean = 2.2;
const double factorFbStandardDeviation = 3.3;
const double factorFbLowerBoundary = 4.4;
const double factorFbUpperBoundary = 5.5;
const double factorFnMean = 6.6;
const double factorFnStandardDeviation = 7.7;
const double factorFnLowerBoundary = 8.8;
const double factorFnUpperBoundary = 9.9;
const double modelFactorOvertopping = 10.0;
const double modelFactorFrunupMean = 11.1;
const double modelFactorFrunupStandardDeviation = 12.2;
const double modelFactorFrunupLowerBoundary = 13.3;
const double modelFactorFrunupUpperBoundary = 14.4;
const double exponentModelFactorShallowMean = 15.5;
const double exponentModelFactorShallowStandardDeviation = 16.6;
const double exponentModelFactorShallowLowerBoundary = 17.7;
const double exponentModelFactorShallowUpperBoundary = 18.8;
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 input = new HydraulicLoadsCalculationInputImplementation(hydraulicBoundaryLocationId, targetProbability, sectionNormal,
expectedRingProfilePoints, expectedRingForelandPoints, expectedRingBreakWater,
modelFactorCriticalOvertopping,
factorFbMean, factorFbStandardDeviation,
factorFbLowerBoundary, factorFbUpperBoundary,
factorFnMean, factorFnStandardDeviation,
factorFnLowerBoundary, factorFnUpperBoundary,
modelFactorOvertopping,
modelFactorFrunupMean, modelFactorFrunupStandardDeviation,
modelFactorFrunupLowerBoundary, modelFactorFrunupUpperBoundary,
exponentModelFactorShallowMean, exponentModelFactorShallowStandardDeviation,
exponentModelFactorShallowLowerBoundary, exponentModelFactorShallowUpperBoundary);
// Assert
double expectedBeta = StatisticsConverter.ProbabilityToReliability(targetProbability);
Assert.IsInstanceOf <ReliabilityIndexCalculationInput>(input);
Assert.AreEqual(9, input.CalculationTypeId);
Assert.AreEqual(1017, input.FaultTreeModelId);
Assert.AreEqual(hydraulicBoundaryLocationId, input.HydraulicBoundaryLocationId);
Assert.IsNotNull(input.Section);
HydraRingDataEqualityHelper.AreEqual(GetDefaultHydraulicLoadsVariables().ToArray(), input.Variables.ToArray());
CollectionAssert.AreEqual(expectedRingProfilePoints, input.ProfilePoints);
CollectionAssert.AreEqual(expectedRingForelandPoints, input.ForelandPoints);
Assert.AreEqual(expectedRingBreakWater, input.BreakWater);
Assert.AreEqual(expectedBeta, input.Beta);
HydraRingSection hydraRingSection = input.Section;
Assert.AreEqual(1, hydraRingSection.SectionId);
Assert.IsNaN(hydraRingSection.SectionLength);
Assert.AreEqual(sectionNormal, hydraRingSection.CrossSectionNormal);
}
