public void Convert_SoilProfileNull_ThrowsArgumentNullException()
{
// Call
TestDelegate call = () => SoilProfileConverter.Convert(null);
// Assert
var exception = Assert.Throws <ArgumentNullException>(call);
Assert.AreEqual("soilProfile", exception.ParamName);
}
public void Convert_WithSoilProfile_ReturnSoilProfile()
{
// Setup
var random = new Random(22);
MacroStabilityInwardsSoilLayer2D soilLayer1 = CreateRandomSoilLayer(22, new[]
{
CreateRandomSoilLayer(23, Enumerable.Empty <MacroStabilityInwardsSoilLayer2D>()),
CreateRandomSoilLayer(24, Enumerable.Empty <MacroStabilityInwardsSoilLayer2D>())
});
MacroStabilityInwardsSoilLayer2D soilLayer2 = CreateRandomSoilLayer(25, new[]
{
CreateRandomSoilLayer(26, new[]
{
CreateRandomSoilLayer(27, Enumerable.Empty <MacroStabilityInwardsSoilLayer2D>())
})
});
var preconsolidationStress = new MacroStabilityInwardsPreconsolidationStress(new Point2D(random.NextDouble(), random.NextDouble()),
new VariationCoefficientLogNormalDistribution
{
Mean = (RoundedDouble)0.05,
CoefficientOfVariation = random.NextRoundedDouble()
});
var profile = new MacroStabilityInwardsSoilProfileUnderSurfaceLine(
new[]
{
soilLayer1,
soilLayer2
},
new[]
{
preconsolidationStress
});
// Call
SoilProfile soilProfile = SoilProfileConverter.Convert(profile);
// Assert
CalculatorInputAssert.AssertSoilProfile(profile, soilProfile);
}
public void Convert_ValidShearStrengthModel_ReturnExpectedShearStrengthModel(MacroStabilityInwardsShearStrengthModel originalShearStrengthModel,
ShearStrengthModel expectedShearStrengthModel)
{
// Setup
var profile = new MacroStabilityInwardsSoilProfileUnderSurfaceLine(new[]
{
new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing())
{
Data =
{
ShearStrengthModel = originalShearStrengthModel
}
}
}, new MacroStabilityInwardsPreconsolidationStress[0]);
// Call
SoilProfile soilProfile = SoilProfileConverter.Convert(profile);
// Assert
Assert.AreEqual(expectedShearStrengthModel, soilProfile.Layers.First().ShearStrengthModel);
}
public void Convert_SoilProfileWithSoilLayerWithEmptyName_ReturnSoilProfile()
{
// Setup
MacroStabilityInwardsSoilLayer2D soilLayer = CreateRandomSoilLayer(22, Enumerable.Empty <MacroStabilityInwardsSoilLayer2D>());
soilLayer.Data.MaterialName = string.Empty;
var profile = new MacroStabilityInwardsSoilProfileUnderSurfaceLine(
new[]
{
soilLayer
},
new IMacroStabilityInwardsPreconsolidationStress[0]);
// Call
SoilProfile soilProfile = SoilProfileConverter.Convert(profile);
// Assert
Assert.AreEqual(1, soilProfile.Layers.Count());
Assert.AreEqual("Onbekend", soilProfile.Layers.First().MaterialName);
}
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
});
}
public void Convert_InvalidShearStrengthModel_ThrowInvalidEnumArgumentException()
{
// Setup
var profile = new MacroStabilityInwardsSoilProfileUnderSurfaceLine(new[]
{
new MacroStabilityInwardsSoilLayer2D(RingTestFactory.CreateRandomRing())
{
Data =
{
ShearStrengthModel = (MacroStabilityInwardsShearStrengthModel)99
}
}
}, new MacroStabilityInwardsPreconsolidationStress[0]);
// Call
TestDelegate test = () => SoilProfileConverter.Convert(profile);
// Assert
const string message = "The value of argument 'shearStrengthModel' (99) is invalid for Enum type 'MacroStabilityInwardsShearStrengthModel'.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage <InvalidEnumArgumentException>(test, message);
}
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
}));
}
