public void Convert_InputNull_ThrowsArgumentNullException()
{
// Call
TestDelegate call = () => DrainageConstructionConverter.Convert(null);
// Assert
var exception = Assert.Throws <ArgumentNullException>(call);
Assert.AreEqual("input", exception.ParamName);
}
public void Convert_ClayDikeAndDrainageConstructionPresentTrue_ReturnDrainageConstruction(MacroStabilityInwardsDikeSoilScenario soilScenario)
{
// Setup
var random = new Random(21);
var input = new MacroStabilityInwardsInput(new MacroStabilityInwardsInput.ConstructionProperties())
{
DrainageConstructionPresent = true,
XCoordinateDrainageConstruction = random.NextRoundedDouble(),
ZCoordinateDrainageConstruction = random.NextRoundedDouble(),
DikeSoilScenario = soilScenario
};
// Call
DrainageConstruction drainageConstruction = DrainageConstructionConverter.Convert(input);
// Assert
Assert.IsFalse(drainageConstruction.IsPresent);
Assert.IsNaN(drainageConstruction.XCoordinate);
Assert.IsNaN(drainageConstruction.ZCoordinate);
}
private static WaternetCalculatorInput.ConstructionProperties CreateCalculatorInputConstructionProperties(IMacroStabilityInwardsWaternetInput input, IGeneralMacroStabilityInwardsWaternetInput generalInput)
{
return(new WaternetCalculatorInput.ConstructionProperties
{
SurfaceLine = input.SurfaceLine,
SoilProfile = SoilProfileConverter.Convert(input.SoilProfileUnderSurfaceLine),
DrainageConstruction = DrainageConstructionConverter.Convert(input),
DikeSoilScenario = input.DikeSoilScenario,
WaterLevelRiverAverage = input.WaterLevelRiverAverage,
MinimumLevelPhreaticLineAtDikeTopRiver = input.MinimumLevelPhreaticLineAtDikeTopRiver,
MinimumLevelPhreaticLineAtDikeTopPolder = input.MinimumLevelPhreaticLineAtDikeTopPolder,
LeakageLengthOutwardsPhreaticLine3 = input.LeakageLengthOutwardsPhreaticLine3,
LeakageLengthInwardsPhreaticLine3 = input.LeakageLengthInwardsPhreaticLine3,
LeakageLengthOutwardsPhreaticLine4 = input.LeakageLengthOutwardsPhreaticLine4,
LeakageLengthInwardsPhreaticLine4 = input.LeakageLengthInwardsPhreaticLine4,
PiezometricHeadPhreaticLine2Outwards = input.PiezometricHeadPhreaticLine2Outwards,
PiezometricHeadPhreaticLine2Inwards = input.PiezometricHeadPhreaticLine2Inwards,
AdjustPhreaticLine3And4ForUplift = input.AdjustPhreaticLine3And4ForUplift,
WaterVolumetricWeight = generalInput.WaterVolumetricWeight
});
}
private static UpliftVanCalculatorInput CreateInputFromData(MacroStabilityInwardsInput inputParameters, GeneralMacroStabilityInwardsInput generalInput, RoundedDouble normativeAssessmentLevel)
{
RoundedDouble effectiveAssessmentLevel = GetEffectiveAssessmentLevel(inputParameters, normativeAssessmentLevel);
return(new UpliftVanCalculatorInput(
new UpliftVanCalculatorInput.ConstructionProperties
{
AssessmentLevel = effectiveAssessmentLevel,
SurfaceLine = inputParameters.SurfaceLine,
SoilProfile = SoilProfileConverter.Convert(inputParameters.SoilProfileUnderSurfaceLine),
DrainageConstruction = DrainageConstructionConverter.Convert(inputParameters),
PhreaticLineOffsetsExtreme = PhreaticLineOffsetsConverter.Convert(inputParameters.LocationInputExtreme),
PhreaticLineOffsetsDaily = PhreaticLineOffsetsConverter.Convert(inputParameters.LocationInputDaily),
SlipPlane = UpliftVanSlipPlaneConverter.Convert(inputParameters),
SlipPlaneConstraints = UpliftVanSlipPlaneConstraintsConverter.Convert(inputParameters),
DikeSoilScenario = inputParameters.DikeSoilScenario,
WaterLevelRiverAverage = inputParameters.WaterLevelRiverAverage,
WaterLevelPolderExtreme = inputParameters.LocationInputExtreme.WaterLevelPolder,
WaterLevelPolderDaily = inputParameters.LocationInputDaily.WaterLevelPolder,
MinimumLevelPhreaticLineAtDikeTopRiver = inputParameters.MinimumLevelPhreaticLineAtDikeTopRiver,
MinimumLevelPhreaticLineAtDikeTopPolder = inputParameters.MinimumLevelPhreaticLineAtDikeTopPolder,
LeakageLengthOutwardsPhreaticLine3 = inputParameters.LeakageLengthOutwardsPhreaticLine3,
LeakageLengthInwardsPhreaticLine3 = inputParameters.LeakageLengthInwardsPhreaticLine3,
LeakageLengthOutwardsPhreaticLine4 = inputParameters.DikeSoilScenario != MacroStabilityInwardsDikeSoilScenario.ClayDikeOnSand
? inputParameters.LeakageLengthOutwardsPhreaticLine4
: 1.0,
LeakageLengthInwardsPhreaticLine4 = inputParameters.DikeSoilScenario != MacroStabilityInwardsDikeSoilScenario.ClayDikeOnSand
? inputParameters.LeakageLengthInwardsPhreaticLine4
: 1.0,
PiezometricHeadPhreaticLine2Outwards = inputParameters.PiezometricHeadPhreaticLine2Outwards,
PiezometricHeadPhreaticLine2Inwards = inputParameters.PiezometricHeadPhreaticLine2Inwards,
PenetrationLengthExtreme = inputParameters.LocationInputExtreme.PenetrationLength,
PenetrationLengthDaily = inputParameters.LocationInputDaily.PenetrationLength,
AdjustPhreaticLine3And4ForUplift = inputParameters.AdjustPhreaticLine3And4ForUplift,
MoveGrid = inputParameters.MoveGrid,
MaximumSliceWidth = inputParameters.MaximumSliceWidth,
WaterVolumetricWeight = generalInput.WaterVolumetricWeight
}));
}