/// <summary>
/// Converts <see cref="MacroStabilityInwardsSoilLayer2D"/> objects into <see cref="SoilLayer"/> objects.
/// </summary>
/// <param name="layers">The layers to convert.</param>
/// <returns>The converted <see cref="SoilLayer"/>.</returns>
/// <exception cref="InvalidEnumArgumentException">Thrown when
/// <see cref="MacroStabilityInwardsSoilLayerData.ShearStrengthModel"/>
/// is an invalid value.</exception>
/// <exception cref="NotSupportedException">Thrown when
/// <see cref="MacroStabilityInwardsSoilLayerData.ShearStrengthModel"/>
/// is a valid value, but unsupported.</exception>
private static IEnumerable <SoilLayer> ConvertLayers(IEnumerable <MacroStabilityInwardsSoilLayer2D> layers)
{
return(layers.Select(l =>
{
MacroStabilityInwardsSoilLayerData data = l.Data;
return new SoilLayer(RingToPoints(l.OuterRing),
new SoilLayer.ConstructionProperties
{
MaterialName = SoilLayerDataHelper.GetValidName(data.MaterialName),
UsePop = data.UsePop,
IsAquifer = data.IsAquifer,
ShearStrengthModel = ConvertShearStrengthModel(data.ShearStrengthModel),
AbovePhreaticLevel = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(data).GetDesignValue(),
BelowPhreaticLevel = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(data).GetDesignValue(),
Cohesion = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(data).GetDesignValue(),
FrictionAngle = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(data).GetDesignValue(),
ShearStrengthRatio = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(data).GetDesignValue(),
StrengthIncreaseExponent = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(data).GetDesignValue(),
Pop = MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(data).GetDesignValue(),
Dilatancy = 0.0,
WaterPressureInterpolationModel = WaterPressureInterpolationModel.Automatic
},
ConvertLayers(l.NestedLayers));
}).ToArray());
}
public void GetValidName_InvalidName_ReturnValidName(string invalidName)
{
// Call
string validName = SoilLayerDataHelper.GetValidName(invalidName);
// Assert
Assert.AreEqual("Onbekend", validName);
}
public void GetValidName_ValidName_ReturnName()
{
// Setup
const string name = "Test";
// Call
string validName = SoilLayerDataHelper.GetValidName(name);
// Assert
Assert.AreEqual(name, validName);
}
public FormattedPipingSoilLayerRow(PipingSoilLayer layer)
{
MaterialName = SoilLayerDataHelper.GetValidName(layer.MaterialName);
Color = SoilLayerDataHelper.GetValidColor(layer.Color);
Top = new RoundedDouble(2, layer.Top);
IsAquifer = layer.IsAquifer;
PermeabilityMean = layer.Permeability.Mean;
PermeabilityCoefficientOfVariation = layer.Permeability.CoefficientOfVariation;
DiameterD70Mean = layer.DiameterD70.Mean;
DiameterD70CoefficientOfVariation = layer.DiameterD70.CoefficientOfVariation;
BelowPhreaticLevelMean = layer.BelowPhreaticLevel.Mean;
BelowPhreaticLevelDeviation = layer.BelowPhreaticLevel.StandardDeviation;
BelowPhreaticLevelShift = layer.BelowPhreaticLevel.Shift;
}
/// <summary>
/// Create <see cref="ChartMultipleAreaData"/> for a <see cref="PipingSoilLayer"/> based
/// on its name and fill color.
/// </summary>
/// <param name="layer">The layer to create the <see cref="ChartMultipleAreaData"/> for.</param>
/// <returns>The created <see cref="ChartMultipleAreaData"/>.</returns>
/// <exception cref="ArgumentNullException">Thrown when <paramref name="layer"/> is <c>null</c>.</exception>
public static ChartMultipleAreaData CreateSoilLayerChartData(PipingSoilLayer layer)
{
if (layer == null)
{
throw new ArgumentNullException(nameof(layer));
}
return(new ChartMultipleAreaData(SoilLayerDataHelper.GetValidName(layer.MaterialName),
new ChartAreaStyle
{
FillColor = SoilLayerDataHelper.GetValidColor(layer.Color),
StrokeColor = Color.Black,
StrokeThickness = 1
}));
}
/// <summary>
/// Create <see cref="ChartMultipleAreaData"/> for a <see cref="MacroStabilityInwardsSoilLayer2D"/>.
/// </summary>
/// <param name="layer">The layer to create the <see cref="ChartMultipleAreaData"/> for.</param>
/// <returns>The created <see cref="ChartMultipleAreaData"/>.</returns>
/// <exception cref="ArgumentNullException">Thrown when <paramref name="layer"/> is <c>null</c>.</exception>
public static ChartMultipleAreaData CreateSoilLayerChartData(MacroStabilityInwardsSoilLayer2D layer)
{
if (layer == null)
{
throw new ArgumentNullException(nameof(layer));
}
MacroStabilityInwardsSoilLayerData data = layer.Data;
return(new ChartMultipleAreaData(SoilLayerDataHelper.GetValidName(data.MaterialName),
new ChartAreaStyle
{
FillColor = SoilLayerDataHelper.GetValidColor(data.Color),
StrokeColor = Color.Black,
StrokeThickness = 1
}));
}
/// <summary>
/// Creates a new instance of <see cref="MacroStabilityInwardsFormattedSoilLayerDataRow"/>.
/// </summary>
/// <param name="layerData">The <see cref="MacroStabilityInwardsSoilLayerData"/> to format.</param>
/// <exception cref="ArgumentNullException">Thrown when <paramref name="layerData"/>
/// is <c>null</c>.</exception>
public MacroStabilityInwardsFormattedSoilLayerDataRow(MacroStabilityInwardsSoilLayerData layerData)
{
if (layerData == null)
{
throw new ArgumentNullException(nameof(layerData));
}
MaterialName = SoilLayerDataHelper.GetValidName(layerData.MaterialName);
Color = SoilLayerDataHelper.GetValidColor(layerData.Color);
IsAquifer = layerData.IsAquifer;
AbovePhreaticLevel = FormatVariationCoefficientDesignVariableWithShift(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(layerData));
BelowPhreaticLevel = FormatVariationCoefficientDesignVariableWithShift(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(layerData));
ShearStrengthModel = layerData.ShearStrengthModel;
Cohesion = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(layerData));
FrictionAngle = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(layerData));
ShearStrengthRatio = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(layerData));
StrengthIncreaseExponent = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(layerData));
UsePop = layerData.UsePop;
Pop = FormatVariationCoefficientDesignVariable(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(layerData));
}