public void GetPiezometricHeadExit_ValidInput_SetsParametersForCalculatorAndReturnsNotNaN()
{
// Setup
var input = new TestPipingInput();
using (new PipingSubCalculatorFactoryConfig())
{
// Setup
var assessmentLevel = (RoundedDouble)1.1;
// Call
RoundedDouble piezometricHead = DerivedSemiProbabilisticPipingInput.GetPiezometricHeadExit(input, assessmentLevel);
// Assert
Assert.AreEqual(2, piezometricHead.NumberOfDecimalPlaces);
Assert.IsFalse(double.IsNaN(piezometricHead));
var factory = (TestPipingSubCalculatorFactory)PipingSubCalculatorFactory.Instance;
PiezoHeadCalculatorStub piezometricHeadAtExitCalculator = factory.LastCreatedPiezometricHeadAtExitCalculator;
Assert.AreEqual(assessmentLevel, piezometricHeadAtExitCalculator.HRiver, assessmentLevel.GetAccuracy());
Assert.AreEqual(PipingDesignVariableFactory.GetPhreaticLevelExit(input).GetDesignValue(), piezometricHeadAtExitCalculator.PhiPolder,
input.PhreaticLevelExit.GetAccuracy());
Assert.AreEqual(SemiProbabilisticPipingDesignVariableFactory.GetDampingFactorExit(input).GetDesignValue(), piezometricHeadAtExitCalculator.RExit,
input.DampingFactorExit.GetAccuracy());
}
}
public void GetPiezometricHeadExit_InputNull_ThrowsArgumentNullException()
{
// Call
void Call() => DerivedSemiProbabilisticPipingInput.GetPiezometricHeadExit(null, RoundedDouble.NaN);
// Assert
var exception = Assert.Throws <ArgumentNullException>(Call);
Assert.AreEqual("input", exception.ParamName);
}
public void GetPiezometricHeadExit_AssessmentLevelNaN_ReturnsNaN()
{
// Setup
PipingInput input = PipingInputFactory.CreateInputWithAquiferAndCoverageLayer <TestPipingInput>(1.0, 1.0);
// Call
RoundedDouble piezometricHead = DerivedSemiProbabilisticPipingInput.GetPiezometricHeadExit(input, RoundedDouble.NaN);
// Assert
Assert.IsNaN(piezometricHead);
}
private static IEnumerable <string> ValidateHydraulics(SemiProbabilisticPipingInput input, RoundedDouble normativeAssessmentLevel)
{
var validationResults = new List <string>();
if (!input.UseAssessmentLevelManualInput && input.HydraulicBoundaryLocation == null)
{
validationResults.Add(RiskeerCommonServiceResources.CalculationService_ValidateInput_No_hydraulic_boundary_location_selected);
}
else
{
validationResults.AddRange(ValidateAssessmentLevel(input, normativeAssessmentLevel));
RoundedDouble piezometricHeadExit = DerivedSemiProbabilisticPipingInput.GetPiezometricHeadExit(input, GetEffectiveAssessmentLevel(input, normativeAssessmentLevel));
if (double.IsNaN(piezometricHeadExit) || double.IsInfinity(piezometricHeadExit))
{
validationResults.Add(Resources.SemiProbabilisticPipingCalculationService_ValidateInput_Cannot_determine_PiezometricHeadExit);
}
}
return(validationResults);
}
private static PipingCalculatorInput CreateInputFromData(SemiProbabilisticPipingInput input,
GeneralPipingInput generalPipingInput,
RoundedDouble normativeAssessmentLevel)
{
RoundedDouble effectiveAssessmentLevel = GetEffectiveAssessmentLevel(input, normativeAssessmentLevel);
return(new PipingCalculatorInput(
new PipingCalculatorInput.ConstructionProperties
{
WaterVolumetricWeight = generalPipingInput.WaterVolumetricWeight,
SaturatedVolumicWeightOfCoverageLayer = SemiProbabilisticPipingDesignVariableFactory.GetSaturatedVolumicWeightOfCoverageLayer(input).GetDesignValue(),
UpliftModelFactor = SemiProbabilisticPipingDesignVariableFactory.GetUpliftModelFactorDesignVariable(generalPipingInput).GetDesignValue(),
AssessmentLevel = effectiveAssessmentLevel,
PiezometricHeadExit = DerivedSemiProbabilisticPipingInput.GetPiezometricHeadExit(input, effectiveAssessmentLevel),
DampingFactorExit = SemiProbabilisticPipingDesignVariableFactory.GetDampingFactorExit(input).GetDesignValue(),
PhreaticLevelExit = PipingDesignVariableFactory.GetPhreaticLevelExit(input).GetDesignValue(),
CriticalHeaveGradient = SemiProbabilisticPipingDesignVariableFactory.GetCriticalHeaveGradientDesignVariable(generalPipingInput).GetDesignValue(),
ThicknessCoverageLayer = SemiProbabilisticPipingDesignVariableFactory.GetThicknessCoverageLayer(input).GetDesignValue(),
EffectiveThicknessCoverageLayer = SemiProbabilisticPipingDesignVariableFactory.GetEffectiveThicknessCoverageLayer(input, generalPipingInput).GetDesignValue(),
SellmeijerModelFactor = SemiProbabilisticPipingDesignVariableFactory.GetSellmeijerModelFactorDesignVariable(generalPipingInput).GetDesignValue(),
SellmeijerReductionFactor = generalPipingInput.SellmeijerReductionFactor,
SeepageLength = SemiProbabilisticPipingDesignVariableFactory.GetSeepageLength(input).GetDesignValue(),
SandParticlesVolumicWeight = generalPipingInput.SandParticlesVolumicWeight,
WhitesDragCoefficient = generalPipingInput.WhitesDragCoefficient,
Diameter70 = SemiProbabilisticPipingDesignVariableFactory.GetDiameter70(input).GetDesignValue(),
DarcyPermeability = SemiProbabilisticPipingDesignVariableFactory.GetDarcyPermeability(input).GetDesignValue(),
WaterKinematicViscosity = generalPipingInput.WaterKinematicViscosity,
Gravity = generalPipingInput.Gravity,
ThicknessAquiferLayer = SemiProbabilisticPipingDesignVariableFactory.GetThicknessAquiferLayer(input).GetDesignValue(),
MeanDiameter70 = generalPipingInput.MeanDiameter70,
BeddingAngle = generalPipingInput.BeddingAngle,
ExitPointXCoordinate = input.ExitPointL,
SurfaceLine = input.SurfaceLine,
SoilProfile = input.StochasticSoilProfile?.SoilProfile
}));
}