public void Convert_UseDefaultOffsetsFalse_ReturnPhreaticLineOffsets()
{
// Setup
var random = new Random(11);
var mockRepository = new MockRepository();
var input = mockRepository.Stub <IMacroStabilityInwardsLocationInput>();
mockRepository.ReplayAll();
input.UseDefaultOffsets = false;
input.PhreaticLineOffsetBelowDikeTopAtRiver = random.NextRoundedDouble();
input.PhreaticLineOffsetBelowDikeTopAtPolder = random.NextRoundedDouble();
input.PhreaticLineOffsetBelowDikeToeAtPolder = random.NextRoundedDouble();
input.PhreaticLineOffsetBelowShoulderBaseInside = random.NextRoundedDouble();
// Call
PhreaticLineOffsets offsets = PhreaticLineOffsetsConverter.Convert(input);
// Assert
Assert.IsFalse(offsets.UseDefaults);
Assert.AreEqual(input.PhreaticLineOffsetBelowDikeTopAtRiver, offsets.BelowDikeTopAtRiver);
Assert.AreEqual(input.PhreaticLineOffsetBelowDikeTopAtPolder, offsets.BelowDikeTopAtPolder);
Assert.AreEqual(input.PhreaticLineOffsetBelowDikeToeAtPolder, offsets.BelowDikeToeAtPolder);
Assert.AreEqual(input.PhreaticLineOffsetBelowShoulderBaseInside, offsets.BelowShoulderBaseInside);
mockRepository.VerifyAll();
}
public void Convert_InputNull_ThrowsArgumentNullException()
{
// Call
TestDelegate call = () => PhreaticLineOffsetsConverter.Convert(null);
// Assert
var exception = Assert.Throws <ArgumentNullException>(call);
Assert.AreEqual("input", exception.ParamName);
}
private static WaternetCalculatorInput CreateExtremeCalculatorInput(IMacroStabilityInwardsWaternetInput input, IGeneralMacroStabilityInwardsWaternetInput generalInput, RoundedDouble assessmentLevel)
{
WaternetCalculatorInput.ConstructionProperties properties = CreateCalculatorInputConstructionProperties(input, generalInput);
properties.PhreaticLineOffsets = PhreaticLineOffsetsConverter.Convert(input.LocationInputExtreme);
properties.AssessmentLevel = assessmentLevel;
properties.WaterLevelPolder = input.LocationInputExtreme.WaterLevelPolder;
properties.PenetrationLength = input.LocationInputExtreme.PenetrationLength;
return(new WaternetCalculatorInput(properties));
}
private static WaternetCalculatorInput CreateDailyCalculatorInput(IMacroStabilityInwardsWaternetInput input, IGeneralMacroStabilityInwardsWaternetInput generalInput)
{
WaternetCalculatorInput.ConstructionProperties properties = CreateCalculatorInputConstructionProperties(input, generalInput);
properties.PhreaticLineOffsets = PhreaticLineOffsetsConverter.Convert(input.LocationInputDaily);
properties.AssessmentLevel = input.WaterLevelRiverAverage;
properties.WaterLevelPolder = input.LocationInputDaily.WaterLevelPolder;
properties.PenetrationLength = input.LocationInputDaily.PenetrationLength;
return(new WaternetCalculatorInput(properties));
}
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
}));
}
