public void Create_WithValidProperties_ReturnsEntityWithPropertiesSet()
{
// Setup
var random = new Random(31);
const string name = "some name";
double bottom = -random.NextDouble();
var soilProfile = new MacroStabilityInwardsSoilProfile1D(name, bottom, new[]
{
new MacroStabilityInwardsSoilLayer1D(random.NextDouble()),
new MacroStabilityInwardsSoilLayer1D(random.NextDouble())
});
var registry = new PersistenceRegistry();
// Call
MacroStabilityInwardsSoilProfileOneDEntity entity = soilProfile.Create(registry);
// Assert
Assert.IsNotNull(entity);
Assert.AreEqual(soilProfile.Bottom, entity.Bottom);
Assert.AreEqual(soilProfile.Layers.Count(), entity.MacroStabilityInwardsSoilLayerOneDEntities.Count);
MacroStabilityInwardsSoilLayerOneDEntity firstLayerEntity = entity.MacroStabilityInwardsSoilLayerOneDEntities.ElementAt(0);
Assert.AreEqual(soilProfile.Layers.ElementAt(0).Top, firstLayerEntity.Top);
MacroStabilityInwardsSoilLayerOneDEntity secondLayerEntity = entity.MacroStabilityInwardsSoilLayerOneDEntities.ElementAt(1);
Assert.AreEqual(soilProfile.Layers.ElementAt(1).Top, secondLayerEntity.Top);
}
/// <summary>
/// Reads the <see cref="MacroStabilityInwardsSoilLayerOneDEntity"/> and use the information
/// to construct a <see cref="MacroStabilityInwardsSoilLayer1D"/>.
/// </summary>
/// <param name="entity">The <see cref="MacroStabilityInwardsSoilLayerOneDEntity"/> to create
/// <see cref="MacroStabilityInwardsSoilLayer1D"/> for.</param>
/// <returns>A new <see cref="MacroStabilityInwardsSoilLayer1D"/>.</returns>
/// <exception cref="ArgumentNullException">Thrown when <paramref name="entity"/> is <c>null</c>.</exception>
public static MacroStabilityInwardsSoilLayer1D Read(this MacroStabilityInwardsSoilLayerOneDEntity entity)
{
if (entity == null)
{
throw new ArgumentNullException(nameof(entity));
}
return(new MacroStabilityInwardsSoilLayer1D(entity.Top.ToNullAsNaN(), ReadData(entity)));
}
private static MacroStabilityInwardsSoilLayerData ReadData(MacroStabilityInwardsSoilLayerOneDEntity entity)
{
return(new MacroStabilityInwardsSoilLayerData
{
IsAquifer = Convert.ToBoolean(entity.IsAquifer),
MaterialName = entity.MaterialName ?? string.Empty,
Color = entity.Color.ToColor(),
UsePop = Convert.ToBoolean(entity.UsePop),
ShearStrengthModel = (MacroStabilityInwardsShearStrengthModel)entity.ShearStrengthModel,
AbovePhreaticLevel =
{
Mean = (RoundedDouble)entity.AbovePhreaticLevelMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble)entity.AbovePhreaticLevelCoefficientOfVariation.ToNullAsNaN(),
Shift = (RoundedDouble)entity.AbovePhreaticLevelShift.ToNullAsNaN()
},
BelowPhreaticLevel =
{
Mean = (RoundedDouble)entity.BelowPhreaticLevelMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble)entity.BelowPhreaticLevelCoefficientOfVariation.ToNullAsNaN(),
Shift = (RoundedDouble)entity.BelowPhreaticLevelShift.ToNullAsNaN()
},
Cohesion =
{
Mean = (RoundedDouble)entity.CohesionMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble)entity.CohesionCoefficientOfVariation.ToNullAsNaN()
},
FrictionAngle =
{
Mean = (RoundedDouble)entity.FrictionAngleMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble)entity.FrictionAngleCoefficientOfVariation.ToNullAsNaN()
},
ShearStrengthRatio =
{
Mean = (RoundedDouble)entity.ShearStrengthRatioMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble)entity.ShearStrengthRatioCoefficientOfVariation.ToNullAsNaN()
},
StrengthIncreaseExponent =
{
Mean = (RoundedDouble)entity.StrengthIncreaseExponentMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble)entity.StrengthIncreaseExponentCoefficientOfVariation.ToNullAsNaN()
},
Pop =
{
Mean = (RoundedDouble)entity.PopMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble)entity.PopCoefficientOfVariation.ToNullAsNaN()
}
});
}
public void Create_StringPropertiesDoNotShareReference()
{
// Setup
const string materialName = "MaterialName";
var soilLayer = new MacroStabilityInwardsSoilLayer1D(0)
{
Data =
{
MaterialName = materialName
}
};
// Call
MacroStabilityInwardsSoilLayerOneDEntity entity = soilLayer.Create(0);
// Assert
TestHelper.AssertAreEqualButNotSame(materialName, entity.MaterialName);
}
public void Read_WithNullValues_ReturnsMacroStabilityInwardsSoilLayer1DWithNaNValues()
{
// Setup
var entity = new MacroStabilityInwardsSoilLayerOneDEntity
{
MaterialName = nameof(MacroStabilityInwardsSoilLayerOneDEntity)
};
// Call
MacroStabilityInwardsSoilLayer1D layer = entity.Read();
// Assert
Assert.IsNotNull(layer);
MacroStabilityInwardsSoilLayerData data = layer.Data;
Assert.AreEqual(entity.MaterialName, data.MaterialName);
Assert.IsNaN(layer.Top);
Assert.IsNaN(data.AbovePhreaticLevel.Mean);
Assert.IsNaN(data.AbovePhreaticLevel.CoefficientOfVariation);
Assert.IsNaN(data.AbovePhreaticLevel.Shift);
Assert.IsNaN(data.BelowPhreaticLevel.Mean);
Assert.IsNaN(data.BelowPhreaticLevel.CoefficientOfVariation);
Assert.IsNaN(data.BelowPhreaticLevel.Shift);
Assert.IsNaN(data.Cohesion.Mean);
Assert.IsNaN(data.Cohesion.CoefficientOfVariation);
Assert.IsNaN(data.FrictionAngle.Mean);
Assert.IsNaN(data.FrictionAngle.CoefficientOfVariation);
Assert.IsNaN(data.ShearStrengthRatio.Mean);
Assert.IsNaN(data.ShearStrengthRatio.CoefficientOfVariation);
Assert.IsNaN(data.StrengthIncreaseExponent.Mean);
Assert.IsNaN(data.StrengthIncreaseExponent.CoefficientOfVariation);
Assert.IsNaN(data.Pop.Mean);
Assert.IsNaN(data.Pop.CoefficientOfVariation);
}
public void Create_WithValidProperties_ReturnsEntityWithPropertiesSet()
{
// Setup
var random = new Random(31);
var soilLayer = new MacroStabilityInwardsSoilLayer1D(random.NextDouble())
{
Data =
{
IsAquifer = random.NextBoolean(),
MaterialName = "MaterialName",
Color = Color.FromKnownColor(random.NextEnumValue <KnownColor>()),
UsePop = random.NextBoolean(),
ShearStrengthModel = random.NextEnumValue <MacroStabilityInwardsShearStrengthModel>(),
AbovePhreaticLevel =
{
Mean = (RoundedDouble)0.3,
CoefficientOfVariation = (RoundedDouble)0.2,
Shift = (RoundedDouble)0.1
},
BelowPhreaticLevel =
{
Mean = (RoundedDouble)10,
CoefficientOfVariation = (RoundedDouble)0.5,
Shift = (RoundedDouble)2
},
Cohesion =
{
Mean = (RoundedDouble)10,
CoefficientOfVariation = (RoundedDouble)1
},
FrictionAngle =
{
Mean = (RoundedDouble)12,
CoefficientOfVariation = (RoundedDouble)0.8
},
ShearStrengthRatio =
{
Mean = (RoundedDouble)10,
CoefficientOfVariation = (RoundedDouble)0.6
},
StrengthIncreaseExponent =
{
Mean = (RoundedDouble)11,
CoefficientOfVariation = (RoundedDouble)0.7
},
Pop =
{
Mean = (RoundedDouble)14,
CoefficientOfVariation = (RoundedDouble)0.9
}
}
};
int order = random.Next();
// Call
MacroStabilityInwardsSoilLayerOneDEntity entity = soilLayer.Create(order);
// Assert
Assert.IsNotNull(entity);
Assert.AreEqual(soilLayer.Top, entity.Top);
MacroStabilityInwardsSoilLayerData data = soilLayer.Data;
Assert.AreEqual(Convert.ToByte(data.IsAquifer), entity.IsAquifer);
Assert.AreEqual(data.MaterialName, entity.MaterialName);
Assert.AreEqual(data.Color.ToInt64(), Convert.ToInt64(entity.Color));
Assert.AreEqual(Convert.ToByte(data.UsePop), entity.UsePop);
Assert.AreEqual(Convert.ToByte(data.ShearStrengthModel), entity.ShearStrengthModel);
VariationCoefficientLogNormalDistribution abovePhreaticLevelDistribution = data.AbovePhreaticLevel;
Assert.AreEqual(abovePhreaticLevelDistribution.Mean, entity.AbovePhreaticLevelMean,
abovePhreaticLevelDistribution.GetAccuracy());
Assert.AreEqual(abovePhreaticLevelDistribution.CoefficientOfVariation, entity.AbovePhreaticLevelCoefficientOfVariation,
abovePhreaticLevelDistribution.GetAccuracy());
Assert.AreEqual(abovePhreaticLevelDistribution.Shift, entity.AbovePhreaticLevelShift,
abovePhreaticLevelDistribution.GetAccuracy());
VariationCoefficientLogNormalDistribution belowPhreaticLevelDistribution = data.BelowPhreaticLevel;
Assert.AreEqual(belowPhreaticLevelDistribution.Mean, entity.BelowPhreaticLevelMean,
belowPhreaticLevelDistribution.GetAccuracy());
Assert.AreEqual(belowPhreaticLevelDistribution.CoefficientOfVariation, entity.BelowPhreaticLevelCoefficientOfVariation,
belowPhreaticLevelDistribution.GetAccuracy());
Assert.AreEqual(belowPhreaticLevelDistribution.Shift, entity.BelowPhreaticLevelShift,
belowPhreaticLevelDistribution.GetAccuracy());
VariationCoefficientLogNormalDistribution cohesionDistribution = data.Cohesion;
Assert.AreEqual(cohesionDistribution.Mean, entity.CohesionMean,
cohesionDistribution.GetAccuracy());
Assert.AreEqual(cohesionDistribution.CoefficientOfVariation, entity.CohesionCoefficientOfVariation,
cohesionDistribution.GetAccuracy());
VariationCoefficientLogNormalDistribution frictionAngleDistribution = data.FrictionAngle;
Assert.AreEqual(frictionAngleDistribution.Mean, entity.FrictionAngleMean,
frictionAngleDistribution.GetAccuracy());
Assert.AreEqual(frictionAngleDistribution.CoefficientOfVariation, entity.FrictionAngleCoefficientOfVariation,
frictionAngleDistribution.GetAccuracy());
VariationCoefficientLogNormalDistribution shearStrengthRatioDistribution = data.ShearStrengthRatio;
Assert.AreEqual(shearStrengthRatioDistribution.Mean, entity.ShearStrengthRatioMean,
shearStrengthRatioDistribution.GetAccuracy());
Assert.AreEqual(shearStrengthRatioDistribution.CoefficientOfVariation, entity.ShearStrengthRatioCoefficientOfVariation,
shearStrengthRatioDistribution.GetAccuracy());
VariationCoefficientLogNormalDistribution strengthIncreaseExponentDistribution = data.StrengthIncreaseExponent;
Assert.AreEqual(strengthIncreaseExponentDistribution.Mean, entity.StrengthIncreaseExponentMean,
strengthIncreaseExponentDistribution.GetAccuracy());
Assert.AreEqual(strengthIncreaseExponentDistribution.CoefficientOfVariation, entity.StrengthIncreaseExponentCoefficientOfVariation,
strengthIncreaseExponentDistribution.GetAccuracy());
VariationCoefficientLogNormalDistribution popDistribution = data.Pop;
Assert.AreEqual(popDistribution.Mean, entity.PopMean, popDistribution.GetAccuracy());
Assert.AreEqual(popDistribution.CoefficientOfVariation, entity.PopCoefficientOfVariation, popDistribution.GetAccuracy());
Assert.AreEqual(order, entity.Order);
}
public void Create_WithNaNProperties_ReturnsEntityWithPropertiesSetToNull()
{
// Setup
var soilLayer = new MacroStabilityInwardsSoilLayer1D(double.NaN)
{
Data =
{
AbovePhreaticLevel =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN,
Shift = RoundedDouble.NaN
},
BelowPhreaticLevel =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN,
Shift = RoundedDouble.NaN
},
Cohesion =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
},
FrictionAngle =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
},
ShearStrengthRatio =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
},
StrengthIncreaseExponent =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
},
Pop =
{
Mean = RoundedDouble.NaN,
CoefficientOfVariation = RoundedDouble.NaN
}
}
};
// Call
MacroStabilityInwardsSoilLayerOneDEntity entity = soilLayer.Create(0);
// Assert
Assert.IsNotNull(entity);
Assert.IsNull(entity.Top);
Assert.IsNull(entity.AbovePhreaticLevelMean);
Assert.IsNull(entity.AbovePhreaticLevelCoefficientOfVariation);
Assert.IsNull(entity.AbovePhreaticLevelShift);
Assert.IsNull(entity.BelowPhreaticLevelMean);
Assert.IsNull(entity.BelowPhreaticLevelCoefficientOfVariation);
Assert.IsNull(entity.BelowPhreaticLevelShift);
Assert.IsNull(entity.CohesionMean);
Assert.IsNull(entity.CohesionCoefficientOfVariation);
Assert.IsNull(entity.FrictionAngleMean);
Assert.IsNull(entity.FrictionAngleCoefficientOfVariation);
Assert.IsNull(entity.ShearStrengthRatioMean);
Assert.IsNull(entity.ShearStrengthRatioCoefficientOfVariation);
Assert.IsNull(entity.StrengthIncreaseExponentMean);
Assert.IsNull(entity.StrengthIncreaseExponentCoefficientOfVariation);
Assert.IsNull(entity.PopMean);
Assert.IsNull(entity.PopCoefficientOfVariation);
}
public void Read_WithValues_ReturnsMacroStabilityInwardsSoilLayer1DWithDoubleParameterValues()
{
// Setup
var random = new Random(31);
double top = random.NextDouble();
Color color = Color.FromKnownColor(random.NextEnumValue <KnownColor>());
bool isAquifer = random.NextBoolean();
const double abovePhreaticLevelMean = 0.3;
const double abovePhreaticLevelCoefficientOfVariation = 0.2;
const double abovePhreaticLevelShift = 0.1;
const double belowPhreaticLevelMean = 0.6;
const double belowPhreaticLevelCoefficientOfVariation = 0.5;
const double belowPhreaticLevelShift = 0.4;
double cohesionMean = random.NextDouble();
double cohesionCoefficientOfVariation = random.NextDouble();
double frictionAngleMean = random.NextDouble();
double frictionAngleCoefficientOfVariation = random.NextDouble();
double shearStrengthRatioMean = random.NextDouble();
double shearStrengthRatioCoefficientOfVariation = random.NextDouble();
double strengthIncreaseExponentMean = random.NextDouble();
double strengthIncreaseExponentCoefficientOfVariation = random.NextDouble();
double popMean = random.NextDouble();
double popCoefficientOfVariation = random.NextDouble();
var entity = new MacroStabilityInwardsSoilLayerOneDEntity
{
Top = top,
IsAquifer = Convert.ToByte(isAquifer),
Color = color.ToInt64(),
MaterialName = random.Next().ToString(),
AbovePhreaticLevelMean = abovePhreaticLevelMean,
AbovePhreaticLevelCoefficientOfVariation = abovePhreaticLevelCoefficientOfVariation,
AbovePhreaticLevelShift = abovePhreaticLevelShift,
BelowPhreaticLevelMean = belowPhreaticLevelMean,
BelowPhreaticLevelCoefficientOfVariation = belowPhreaticLevelCoefficientOfVariation,
BelowPhreaticLevelShift = belowPhreaticLevelShift,
CohesionMean = cohesionMean,
CohesionCoefficientOfVariation = cohesionCoefficientOfVariation,
FrictionAngleMean = frictionAngleMean,
FrictionAngleCoefficientOfVariation = frictionAngleCoefficientOfVariation,
ShearStrengthRatioMean = shearStrengthRatioMean,
ShearStrengthRatioCoefficientOfVariation = shearStrengthRatioCoefficientOfVariation,
StrengthIncreaseExponentMean = strengthIncreaseExponentMean,
StrengthIncreaseExponentCoefficientOfVariation = strengthIncreaseExponentCoefficientOfVariation,
PopMean = popMean,
PopCoefficientOfVariation = popCoefficientOfVariation
};
// Call
MacroStabilityInwardsSoilLayer1D layer = entity.Read();
// Assert
Assert.IsNotNull(layer);
Assert.AreEqual(top, layer.Top);
MacroStabilityInwardsSoilLayerData data = layer.Data;
Assert.AreEqual(isAquifer, data.IsAquifer);
Assert.IsNotNull(color);
Assert.AreEqual(color.ToArgb(), data.Color.ToArgb());
Assert.AreEqual(entity.MaterialName, data.MaterialName);
Assert.AreEqual(abovePhreaticLevelMean, data.AbovePhreaticLevel.Mean,
data.AbovePhreaticLevel.GetAccuracy());
Assert.AreEqual(abovePhreaticLevelCoefficientOfVariation, data.AbovePhreaticLevel.CoefficientOfVariation,
data.AbovePhreaticLevel.GetAccuracy());
Assert.AreEqual(abovePhreaticLevelShift, data.AbovePhreaticLevel.Shift,
data.AbovePhreaticLevel.GetAccuracy());
Assert.AreEqual(belowPhreaticLevelMean, data.BelowPhreaticLevel.Mean,
data.BelowPhreaticLevel.GetAccuracy());
Assert.AreEqual(belowPhreaticLevelCoefficientOfVariation, data.BelowPhreaticLevel.CoefficientOfVariation,
data.BelowPhreaticLevel.GetAccuracy());
Assert.AreEqual(belowPhreaticLevelShift, data.BelowPhreaticLevel.Shift,
data.BelowPhreaticLevel.GetAccuracy());
Assert.AreEqual(cohesionMean, data.Cohesion.Mean,
data.Cohesion.GetAccuracy());
Assert.AreEqual(cohesionCoefficientOfVariation, data.Cohesion.CoefficientOfVariation,
data.Cohesion.GetAccuracy());
Assert.AreEqual(frictionAngleMean, data.FrictionAngle.Mean,
data.FrictionAngle.GetAccuracy());
Assert.AreEqual(frictionAngleCoefficientOfVariation, data.FrictionAngle.CoefficientOfVariation,
data.FrictionAngle.GetAccuracy());
Assert.AreEqual(shearStrengthRatioMean, data.ShearStrengthRatio.Mean,
data.ShearStrengthRatio.GetAccuracy());
Assert.AreEqual(shearStrengthRatioCoefficientOfVariation, data.ShearStrengthRatio.CoefficientOfVariation,
data.ShearStrengthRatio.GetAccuracy());
Assert.AreEqual(strengthIncreaseExponentMean, data.StrengthIncreaseExponent.Mean,
data.StrengthIncreaseExponent.GetAccuracy());
Assert.AreEqual(strengthIncreaseExponentCoefficientOfVariation, data.StrengthIncreaseExponent.CoefficientOfVariation,
data.StrengthIncreaseExponent.GetAccuracy());
Assert.AreEqual(popMean, data.Pop.Mean, data.Pop.GetAccuracy());
Assert.AreEqual(popCoefficientOfVariation, data.Pop.CoefficientOfVariation,
data.Pop.GetAccuracy());
}
