// Copyright (C) Stichting Deltares 2017. All rights reserved.
//
// This file is part of Ringtoets.
//
// Ringtoets is free software: you can redistribute it and/or modify
// it under the terms of the GNU General Public License as published by
// the Free Software Foundation, either version 3 of the License, or
// (at your option) any later version.
//
// This program is distributed in the hope that it will be useful,
// but WITHOUT ANY WARRANTY; without even the implied warranty of
// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
// GNU General Public License for more details.
//
// You should have received a copy of the GNU General Public License
// along with this program. If not, see .
//
// All names, logos, and references to "Deltares" are registered trademarks of
// Stichting Deltares and remain full property of Stichting Deltares at all times.
// All rights reserved.
using System;
using System.Collections.Generic;
using System.ComponentModel;
using System.Linq;
using Core.Common.Base;
using Core.Common.Base.Geometry;
using Core.Common.TestUtil;
using NUnit.Framework;
using Ringtoets.Common.Data.AssessmentSection;
using Ringtoets.Common.Data.Contribution;
using Ringtoets.Common.Data.FailureMechanism;
using Ringtoets.Common.Data.Hydraulics;
using Ringtoets.Common.Data.TestUtil;
namespace Ringtoets.Integration.Data.Test
{
[TestFixture]
public class AssessmentSectionTest
{
[Test]
[TestCase(AssessmentSectionComposition.Dike, 129)]
[TestCase(AssessmentSectionComposition.Dune, 100)]
[TestCase(AssessmentSectionComposition.DikeAndDune, 129)]
public void Constructor_ExpectedValues(AssessmentSectionComposition composition, int sum)
{
// Call
var assessmentSection = new AssessmentSection(composition);
const string pipingName = "Dijken en dammen - Piping";
const string grassErosionInsideName = "Dijken en dammen - Grasbekleding erosie kruin en binnentalud";
const string macroStabilityInwardsName = "Dijken en dammen - Macrostabiliteit binnenwaarts";
const string stoneRevetmentName = "Dijken en dammen - Stabiliteit steenzetting";
const string waveImpactAsphaltName = "Dijken en dammen - Golfklappen op asfaltbekleding";
const string grassCoverErosionOutwardsName = "Dijken en dammen - Grasbekleding erosie buitentalud";
const string heightStructuresName = "Kunstwerken - Hoogte kunstwerk";
const string closingStructuresName = "Kunstwerken - Betrouwbaarheid sluiting kunstwerk";
const string pipingStructureName = "Kunstwerken - Piping bij kunstwerk";
const string stabilityPointStructuresName = "Kunstwerken - Sterkte en stabiliteit puntconstructies";
const string duneErosionName = "Duinwaterkering - Duinafslag";
const string otherName = "Overig";
const string pipingCode = "STPH";
const string grassErosionInsideCode = "GEKB";
const string macroStabilityInwardsCode = "STBI";
const string stoneRevetmentCode = "ZST";
const string waveImpactAsphaltCode = "AGK";
const string grassCoverErosionOutwardsCode = "GEBU";
const string heightStructuresCode = "HTKW";
const string closingStructuresCode = "BSKW";
const string pipingStructureCode = "PKW";
const string stabilityPointStructuresCode = "STKWp";
const string duneErosionCode = "DA";
const string otherCode = "-";
var names = new[]
{
pipingName,
grassErosionInsideName,
macroStabilityInwardsName,
stoneRevetmentName,
waveImpactAsphaltName,
grassCoverErosionOutwardsName,
heightStructuresName,
closingStructuresName,
pipingStructureName,
stabilityPointStructuresName,
duneErosionName,
otherName
};
var codes = new[]
{
pipingCode,
grassErosionInsideCode,
macroStabilityInwardsCode,
stoneRevetmentCode,
waveImpactAsphaltCode,
grassCoverErosionOutwardsCode,
heightStructuresCode,
closingStructuresCode,
pipingStructureCode,
stabilityPointStructuresCode,
duneErosionCode,
otherCode
};
// Assert
Assert.IsInstanceOf(assessmentSection);
Assert.IsInstanceOf(assessmentSection);
Assert.AreEqual("Traject", assessmentSection.Name);
Assert.IsNull(assessmentSection.Comments.Body);
Assert.IsNull(assessmentSection.ReferenceLine);
Assert.AreEqual(composition, assessmentSection.Composition);
Assert.IsInstanceOf(assessmentSection.FailureMechanismContribution);
HydraulicBoundaryDatabase hydraulicBoundaryDatabase = assessmentSection.HydraulicBoundaryDatabase;
Assert.IsNotNull(hydraulicBoundaryDatabase);
CollectionAssert.IsEmpty(hydraulicBoundaryDatabase.Locations);
Assert.IsNull(hydraulicBoundaryDatabase.FilePath);
Assert.IsNull(hydraulicBoundaryDatabase.Version);
Assert.IsFalse(hydraulicBoundaryDatabase.CanUsePreprocessor);
CollectionAssert.IsEmpty(assessmentSection.Piping.StochasticSoilModels);
CollectionAssert.IsEmpty(assessmentSection.Piping.SurfaceLines);
Assert.NotNull(assessmentSection.Piping);
Assert.NotNull(assessmentSection.GrassCoverErosionInwards);
Assert.NotNull(assessmentSection.MacroStabilityInwards);
Assert.NotNull(assessmentSection.MacroStabilityOutwards);
Assert.NotNull(assessmentSection.Microstability);
Assert.NotNull(assessmentSection.StabilityStoneCover);
Assert.NotNull(assessmentSection.WaveImpactAsphaltCover);
Assert.NotNull(assessmentSection.WaterPressureAsphaltCover);
Assert.NotNull(assessmentSection.GrassCoverErosionOutwards);
Assert.NotNull(assessmentSection.GrassCoverSlipOffOutwards);
Assert.NotNull(assessmentSection.GrassCoverSlipOffInwards);
Assert.NotNull(assessmentSection.HeightStructures);
Assert.NotNull(assessmentSection.ClosingStructures);
Assert.NotNull(assessmentSection.PipingStructure);
Assert.NotNull(assessmentSection.StabilityPointStructures);
Assert.NotNull(assessmentSection.StrengthStabilityLengthwiseConstruction);
Assert.NotNull(assessmentSection.DuneErosion);
Assert.NotNull(assessmentSection.TechnicalInnovation);
AssertExpectedContributions(composition, assessmentSection);
Assert.AreEqual(names, assessmentSection.FailureMechanismContribution.Distribution.Select(d => d.Assessment));
Assert.AreEqual(codes, assessmentSection.FailureMechanismContribution.Distribution.Select(d => d.AssessmentCode));
Assert.AreEqual(Enumerable.Repeat(1.0 / 30000.0, 12), assessmentSection.FailureMechanismContribution.Distribution.Select(d => d.Norm));
Assert.AreEqual(double.NaN, assessmentSection.Piping.PipingProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(double.NaN, assessmentSection.MacroStabilityInwards.MacroStabilityInwardsProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(double.NaN, assessmentSection.MacroStabilityOutwards.MacroStabilityOutwardsProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(double.NaN, assessmentSection.WaveImpactAsphaltCover.GeneralWaveImpactAsphaltCoverInput.SectionLength);
Assert.AreEqual(sum, assessmentSection.FailureMechanismContribution.Distribution.Sum(d => d.Contribution));
Assert.IsTrue(assessmentSection.BackgroundData.IsVisible);
Assert.AreEqual(0.0, assessmentSection.BackgroundData.Transparency.Value);
Assert.AreEqual("Bing Maps - Satelliet", assessmentSection.BackgroundData.Name);
var configuration = (WellKnownBackgroundDataConfiguration) assessmentSection.BackgroundData.Configuration;
Assert.AreEqual(RingtoetsWellKnownTileSource.BingAerial, configuration.WellKnownTileSource);
CollectionAssert.IsEmpty(assessmentSection.DesignWaterLevelLocationCalculations1);
CollectionAssert.IsEmpty(assessmentSection.DesignWaterLevelLocationCalculations2);
CollectionAssert.IsEmpty(assessmentSection.DesignWaterLevelLocationCalculations3);
CollectionAssert.IsEmpty(assessmentSection.DesignWaterLevelLocationCalculations4);
CollectionAssert.IsEmpty(assessmentSection.WaveHeightLocationCalculations1);
CollectionAssert.IsEmpty(assessmentSection.WaveHeightLocationCalculations2);
CollectionAssert.IsEmpty(assessmentSection.WaveHeightLocationCalculations3);
CollectionAssert.IsEmpty(assessmentSection.WaveHeightLocationCalculations4);
}
[Test]
public void Constructor_InvalidAssessmentSectionComposition_ThrowsInvalidEnumArgumentException()
{
// Setup
const int invalidValue = 99;
// Call
TestDelegate call = () => new AssessmentSection((AssessmentSectionComposition) invalidValue);
// Assert
string expectedMessage = $"The value of argument 'newComposition' ({invalidValue}) is invalid for Enum type '{nameof(AssessmentSectionComposition)}'.";
string parameterName = TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, expectedMessage).ParamName;
Assert.AreEqual("newComposition", parameterName);
}
[Test]
[TestCaseSource(nameof(GetInvalidNormValues),
new object[]
{
"Constructor_InvalidLowerLimitNorm_ThrowsArgumentOutOfRangeException"
})]
[SetCulture("nl-NL")]
public void Constructor_InvalidLowerLimitNorm_ThrowsArgumentOutOfRangeException(double invalidNorm)
{
// Setup
var random = new Random(21);
var composition = random.NextEnumValue();
// Call
TestDelegate test = () => new AssessmentSection(composition,
invalidNorm,
0.000001);
// Assert
const string expectedMessage = "De waarde van de norm moet in het bereik [0,000001, 0,1] liggen.";
var exception = Assert.Throws(test);
StringAssert.StartsWith(expectedMessage, exception.Message);
}
[Test]
[TestCaseSource(nameof(GetInvalidNormValues),
new object[]
{
"Constructor_InvalidSignalingNorm_ThrowsArgumentOutOfRangeException"
})]
[SetCulture("nl-NL")]
public void Constructor_InvalidSignalingNorm_ThrowsArgumentOutOfRangeException(double invalidNorm)
{
// Setup
var random = new Random(21);
var composition = random.NextEnumValue();
// Call
TestDelegate test = () => new AssessmentSection(composition,
0.1,
invalidNorm);
// Assert
const string expectedMessage = "De waarde van de norm moet in het bereik [0,000001, 0,1] liggen.";
var exception = Assert.Throws(test);
StringAssert.StartsWith(expectedMessage, exception.Message);
}
[Test]
public void Constructor_SignalingNormLargerThanLowerLimitNorm_ThrowsArgumentOutOfRangeException()
{
// Setup
var random = new Random(21);
var composition = random.NextEnumValue();
// Call
TestDelegate test = () => new AssessmentSection(composition,
0.01,
0.1);
// Assert
const string expectedMessage = "De signaleringswaarde moet gelijk zijn aan of kleiner zijn dan de ondergrens.";
var exception = Assert.Throws(test);
StringAssert.StartsWith(expectedMessage, exception.Message);
}
[Test]
public void Name_SetingNewValue_GetNewValue()
{
// Setup
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
const string newValue = "new value";
// Call
assessmentSection.Name = newValue;
// Assert
Assert.AreEqual(newValue, assessmentSection.Name);
}
[Test]
public void Comments_SettingNewValue_GetNewValue()
{
// Setup
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
const string newValue = "new comment value";
// Call
assessmentSection.Comments.Body = newValue;
// Assert
Assert.AreEqual(newValue, assessmentSection.Comments.Body);
}
[Test]
[TestCase(AssessmentSectionComposition.Dike)]
[TestCase(AssessmentSectionComposition.Dune)]
[TestCase(AssessmentSectionComposition.DikeAndDune)]
public void GetFailureMechanisms_Always_ReturnAllFailureMechanisms(AssessmentSectionComposition composition)
{
// Setup
var assessmentSection = new AssessmentSection(composition);
// Call
IFailureMechanism[] failureMechanisms = assessmentSection.GetFailureMechanisms().ToArray();
// Assert
Assert.AreEqual(18, failureMechanisms.Length);
CollectionAssert.AreEqual(new IFailureMechanism[]
{
assessmentSection.Piping,
assessmentSection.GrassCoverErosionInwards,
assessmentSection.MacroStabilityInwards,
assessmentSection.MacroStabilityOutwards,
assessmentSection.Microstability,
assessmentSection.StabilityStoneCover,
assessmentSection.WaveImpactAsphaltCover,
assessmentSection.WaterPressureAsphaltCover,
assessmentSection.GrassCoverErosionOutwards,
assessmentSection.GrassCoverSlipOffOutwards,
assessmentSection.GrassCoverSlipOffInwards,
assessmentSection.HeightStructures,
assessmentSection.ClosingStructures,
assessmentSection.PipingStructure,
assessmentSection.StabilityPointStructures,
assessmentSection.StrengthStabilityLengthwiseConstruction,
assessmentSection.DuneErosion,
assessmentSection.TechnicalInnovation
}, failureMechanisms);
}
[Test]
[TestCase(AssessmentSectionComposition.Dike)]
[TestCase(AssessmentSectionComposition.Dune)]
[TestCase(AssessmentSectionComposition.DikeAndDune)]
public void FailureMechanismContribution_DefaultConstructed_FailureMechanismContributionWithItemsForFailureMechanismsAndOther(
AssessmentSectionComposition composition)
{
// Setup
var assessmentSection = new AssessmentSection(composition);
const double norm = 1.0 / 30000;
// Call
FailureMechanismContributionItem[] contribution = assessmentSection.FailureMechanismContribution.Distribution.ToArray();
// Assert
IFailureMechanism[] failureMechanisms = GetExpectedContributingFailureMechanisms(assessmentSection);
Assert.AreEqual(12, contribution.Length);
for (var i = 0; i < 11; i++)
{
Assert.AreEqual(failureMechanisms[i].Name, contribution[i].Assessment);
Assert.AreEqual(failureMechanisms[i].Contribution, contribution[i].Contribution);
Assert.AreEqual(norm, contribution[i].Norm);
Assert.AreEqual(100.0 / (norm * contribution[i].Contribution), contribution[i].ProbabilitySpace);
}
FailureMechanismContributionItem otherContributionItem = contribution[11];
Assert.AreEqual("Overig", otherContributionItem.Assessment);
double expectedOtherContribution = composition == AssessmentSectionComposition.DikeAndDune ? 20.0 : 30.0;
Assert.AreEqual(expectedOtherContribution, otherContributionItem.Contribution);
Assert.AreEqual(norm, otherContributionItem.Norm);
double expectedNorm = composition == AssessmentSectionComposition.DikeAndDune ? 150000 : 100000;
Assert.AreEqual(expectedNorm, otherContributionItem.ProbabilitySpace, 1e-6);
}
[Test]
public void ChangeComposition_InvalidAssessmentSectionComposition_ThrowsInvalidEnumArgumentException()
{
// Setup
const int invalidValue = 99;
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
// Call
TestDelegate call = () => assessmentSection.ChangeComposition((AssessmentSectionComposition) invalidValue);
// Assert
string expectedMessage = $"The value of argument 'newComposition' ({invalidValue}) is invalid for Enum type '{nameof(AssessmentSectionComposition)}'.";
string parameterName = TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, expectedMessage).ParamName;
Assert.AreEqual("newComposition", parameterName);
}
[Test]
[TestCaseSource(nameof(GetFailureMechanismRelevancy))]
public void ChangeComposition_ToTargetValue_UpdateContributionsAndFailureMechanismRelevancies(AssessmentSectionComposition composition,
bool[] relevancies)
{
// Setup
AssessmentSectionComposition initialComposition = composition == AssessmentSectionComposition.Dike
? AssessmentSectionComposition.Dune
: AssessmentSectionComposition.Dike;
var assessmentSection = new AssessmentSection(initialComposition);
// Precondition
Assert.AreNotEqual(assessmentSection.Composition, composition);
// Call
assessmentSection.ChangeComposition(composition);
// Assert
AssertExpectedContributions(composition, assessmentSection);
Assert.AreEqual(relevancies[0], assessmentSection.Piping.IsRelevant);
Assert.AreEqual(relevancies[1], assessmentSection.GrassCoverErosionInwards.IsRelevant);
Assert.AreEqual(relevancies[2], assessmentSection.MacroStabilityInwards.IsRelevant);
Assert.AreEqual(relevancies[3], assessmentSection.StabilityStoneCover.IsRelevant);
Assert.AreEqual(relevancies[4], assessmentSection.WaveImpactAsphaltCover.IsRelevant);
Assert.AreEqual(relevancies[5], assessmentSection.GrassCoverErosionOutwards.IsRelevant);
Assert.AreEqual(relevancies[6], assessmentSection.HeightStructures.IsRelevant);
Assert.AreEqual(relevancies[7], assessmentSection.ClosingStructures.IsRelevant);
Assert.AreEqual(relevancies[8], assessmentSection.StabilityPointStructures.IsRelevant);
Assert.AreEqual(relevancies[9], assessmentSection.PipingStructure.IsRelevant);
Assert.AreEqual(relevancies[10], assessmentSection.DuneErosion.IsRelevant);
}
[Test]
public void ReferenceLine_SetNewValue_GetNewValue()
{
// Setup
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
var referenceLine = new ReferenceLine();
// Call
assessmentSection.ReferenceLine = referenceLine;
// Assert
Assert.AreSame(referenceLine, assessmentSection.ReferenceLine);
}
[Test]
public void ReferenceLine_SomeReferenceLine_RelevantGeneralInputSectionLengthSet()
{
// Setup
var random = new Random(21);
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
var referenceLine = new ReferenceLine();
Point2D[] somePointsCollection =
{
new Point2D(random.NextDouble(), random.NextDouble()),
new Point2D(random.NextDouble(), random.NextDouble()),
new Point2D(random.NextDouble(), random.NextDouble()),
new Point2D(random.NextDouble(), random.NextDouble())
};
referenceLine.SetGeometry(somePointsCollection);
// Call
assessmentSection.ReferenceLine = referenceLine;
// Assert
Assert.AreEqual(referenceLine.Length, assessmentSection.Piping.PipingProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(referenceLine.Length, assessmentSection.MacroStabilityInwards.MacroStabilityInwardsProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(referenceLine.Length, assessmentSection.MacroStabilityOutwards.MacroStabilityOutwardsProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(referenceLine.Length, assessmentSection.WaveImpactAsphaltCover.GeneralWaveImpactAsphaltCoverInput.SectionLength);
}
[Test]
public void ReferenceLine_Null_RelevantGeneralInputSectionLengthNaN()
{
// Setup
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
// Call
assessmentSection.ReferenceLine = null;
// Assert
Assert.AreEqual(double.NaN, assessmentSection.Piping.PipingProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(double.NaN, assessmentSection.MacroStabilityInwards.MacroStabilityInwardsProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(double.NaN, assessmentSection.MacroStabilityOutwards.MacroStabilityOutwardsProbabilityAssessmentInput.SectionLength);
Assert.AreEqual(double.NaN, assessmentSection.WaveImpactAsphaltCover.GeneralWaveImpactAsphaltCoverInput.SectionLength);
}
[Test]
public void SetHydraulicBoundaryLocationCalculations_HydraulicBoundaryLocationsNull_ThrowsArgumentNullException()
{
// Setup
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
// Call
TestDelegate test = () => assessmentSection.SetHydraulicBoundaryLocationCalculations(null);
// Assert
string paramName = Assert.Throws(test).ParamName;
Assert.AreEqual("hydraulicBoundaryLocations", paramName);
}
[Test]
public void SetHydraulicBoundaryLocationCalculations_Always_PreviousCalculationsCleared()
{
// Setup
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
assessmentSection.SetHydraulicBoundaryLocationCalculations(new HydraulicBoundaryLocation[]
{
new TestHydraulicBoundaryLocation()
});
// Precondition
CollectionAssert.IsNotEmpty(assessmentSection.DesignWaterLevelLocationCalculations1);
CollectionAssert.IsNotEmpty(assessmentSection.DesignWaterLevelLocationCalculations2);
CollectionAssert.IsNotEmpty(assessmentSection.DesignWaterLevelLocationCalculations3);
CollectionAssert.IsNotEmpty(assessmentSection.DesignWaterLevelLocationCalculations4);
CollectionAssert.IsNotEmpty(assessmentSection.WaveHeightLocationCalculations1);
CollectionAssert.IsNotEmpty(assessmentSection.WaveHeightLocationCalculations2);
CollectionAssert.IsNotEmpty(assessmentSection.WaveHeightLocationCalculations3);
CollectionAssert.IsNotEmpty(assessmentSection.WaveHeightLocationCalculations4);
// Call
assessmentSection.SetHydraulicBoundaryLocationCalculations(Enumerable.Empty());
// Assert
CollectionAssert.IsEmpty(assessmentSection.DesignWaterLevelLocationCalculations1);
CollectionAssert.IsEmpty(assessmentSection.DesignWaterLevelLocationCalculations2);
CollectionAssert.IsEmpty(assessmentSection.DesignWaterLevelLocationCalculations3);
CollectionAssert.IsEmpty(assessmentSection.DesignWaterLevelLocationCalculations4);
CollectionAssert.IsEmpty(assessmentSection.WaveHeightLocationCalculations1);
CollectionAssert.IsEmpty(assessmentSection.WaveHeightLocationCalculations2);
CollectionAssert.IsEmpty(assessmentSection.WaveHeightLocationCalculations3);
CollectionAssert.IsEmpty(assessmentSection.WaveHeightLocationCalculations4);
}
[Test]
public void SetHydraulicBoundaryLocationCalculations_MultipleHydraulicBoundaryLocations_SetsExpectedCalculations()
{
// Setup
var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike);
var hydraulicBoundaryLocation1 = new TestHydraulicBoundaryLocation();
var hydraulicBoundaryLocation2 = new TestHydraulicBoundaryLocation();
var hydraulicBoundaryLocations = new[]
{
hydraulicBoundaryLocation1,
hydraulicBoundaryLocation2
};
// Call
assessmentSection.SetHydraulicBoundaryLocationCalculations(hydraulicBoundaryLocations);
// Assert
AssertNumberOfHydraulicBoundaryLocationCalculations(assessmentSection, 2);
AssertDefaultHydraulicBoundaryLocationCalculations(assessmentSection, 0, hydraulicBoundaryLocation1);
AssertDefaultHydraulicBoundaryLocationCalculations(assessmentSection, 1, hydraulicBoundaryLocation2);
}
private static IFailureMechanism[] GetExpectedContributingFailureMechanisms(AssessmentSection section)
{
return new IFailureMechanism[]
{
section.Piping,
section.GrassCoverErosionInwards,
section.MacroStabilityInwards,
section.StabilityStoneCover,
section.WaveImpactAsphaltCover,
section.GrassCoverErosionOutwards,
section.HeightStructures,
section.ClosingStructures,
section.PipingStructure,
section.StabilityPointStructures,
section.DuneErosion
};
}
private static void AssertExpectedContributions(AssessmentSectionComposition composition, AssessmentSection assessmentSection)
{
double[] contributions = GetContributionsArray(composition);
Assert.AreEqual(contributions[0], assessmentSection.Piping.Contribution);
Assert.AreEqual(contributions[1], assessmentSection.GrassCoverErosionInwards.Contribution);
Assert.AreEqual(contributions[2], assessmentSection.MacroStabilityInwards.Contribution);
Assert.AreEqual(contributions[3], assessmentSection.StabilityStoneCover.Contribution);
Assert.AreEqual(contributions[4], assessmentSection.WaveImpactAsphaltCover.Contribution);
Assert.AreEqual(contributions[5], assessmentSection.GrassCoverErosionOutwards.Contribution);
Assert.AreEqual(contributions[6], assessmentSection.HeightStructures.Contribution);
Assert.AreEqual(contributions[7], assessmentSection.ClosingStructures.Contribution);
Assert.AreEqual(contributions[8], assessmentSection.PipingStructure.Contribution);
Assert.AreEqual(contributions[9], assessmentSection.StabilityPointStructures.Contribution);
Assert.AreEqual(contributions[10], assessmentSection.DuneErosion.Contribution);
CollectionAssert.AreEqual(contributions, assessmentSection.FailureMechanismContribution.Distribution.Select(d => d.Contribution));
}
private static double[] GetContributionsArray(AssessmentSectionComposition composition)
{
double[] contributions = null;
switch (composition)
{
case AssessmentSectionComposition.Dike:
contributions = new double[]
{
24,
24,
4,
5,
5,
5,
24,
4,
2,
2,
0,
30
};
break;
case AssessmentSectionComposition.Dune:
contributions = new double[]
{
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
70,
30
};
break;
case AssessmentSectionComposition.DikeAndDune:
contributions = new double[]
{
24,
24,
4,
5,
5,
5,
24,
4,
2,
2,
10,
20
};
break;
default:
Assert.Fail("{0} does not have expectancy implemented!", composition);
break;
}
return contributions;
}
private static IEnumerable GetFailureMechanismRelevancy()
{
yield return new TestCaseData(AssessmentSectionComposition.Dike, new[]
{
true,
true,
true,
true,
true,
true,
true,
true,
true,
true,
false
});
yield return new TestCaseData(AssessmentSectionComposition.DikeAndDune, new[]
{
true,
true,
true,
true,
true,
true,
true,
true,
true,
true,
true
});
yield return new TestCaseData(AssessmentSectionComposition.Dune, new[]
{
false,
false,
false,
false,
false,
false,
false,
false,
false,
false,
true
});
}
private static IEnumerable GetInvalidNormValues(string name)
{
yield return new TestCaseData(double.PositiveInfinity)
.SetName($"{name} positive infinity");
yield return new TestCaseData(double.NegativeInfinity)
.SetName($"{name} negative infinity");
yield return new TestCaseData(double.MaxValue)
.SetName($"{name} maxValue");
yield return new TestCaseData(double.MinValue)
.SetName($"{name} minValue");
yield return new TestCaseData(double.NaN)
.SetName($"{name} NaN");
yield return new TestCaseData(0.1 + 1e-6)
.SetName($"{name} maximum boundary");
yield return new TestCaseData(0.000001 - 1e-6)
.SetName($"{name} minimum boundary");
}
private static void AssertNumberOfHydraulicBoundaryLocationCalculations(AssessmentSection assessmentSection, int expectedNumberOfCalculations)
{
Assert.AreEqual(expectedNumberOfCalculations, assessmentSection.DesignWaterLevelLocationCalculations1.Count());
Assert.AreEqual(expectedNumberOfCalculations, assessmentSection.DesignWaterLevelLocationCalculations2.Count());
Assert.AreEqual(expectedNumberOfCalculations, assessmentSection.DesignWaterLevelLocationCalculations3.Count());
Assert.AreEqual(expectedNumberOfCalculations, assessmentSection.DesignWaterLevelLocationCalculations4.Count());
Assert.AreEqual(expectedNumberOfCalculations, assessmentSection.WaveHeightLocationCalculations1.Count());
Assert.AreEqual(expectedNumberOfCalculations, assessmentSection.WaveHeightLocationCalculations2.Count());
Assert.AreEqual(expectedNumberOfCalculations, assessmentSection.WaveHeightLocationCalculations3.Count());
Assert.AreEqual(expectedNumberOfCalculations, assessmentSection.WaveHeightLocationCalculations4.Count());
}
private static void AssertDefaultHydraulicBoundaryLocationCalculations(AssessmentSection assessmentSection, int index, HydraulicBoundaryLocation hydraulicBoundaryLocation)
{
AssertDefaultHydraulicBoundaryLocationCalculation(assessmentSection.DesignWaterLevelLocationCalculations1.ElementAt(index), hydraulicBoundaryLocation);
AssertDefaultHydraulicBoundaryLocationCalculation(assessmentSection.DesignWaterLevelLocationCalculations2.ElementAt(index), hydraulicBoundaryLocation);
AssertDefaultHydraulicBoundaryLocationCalculation(assessmentSection.DesignWaterLevelLocationCalculations3.ElementAt(index), hydraulicBoundaryLocation);
AssertDefaultHydraulicBoundaryLocationCalculation(assessmentSection.DesignWaterLevelLocationCalculations4.ElementAt(index), hydraulicBoundaryLocation);
AssertDefaultHydraulicBoundaryLocationCalculation(assessmentSection.WaveHeightLocationCalculations1.ElementAt(index), hydraulicBoundaryLocation);
AssertDefaultHydraulicBoundaryLocationCalculation(assessmentSection.WaveHeightLocationCalculations2.ElementAt(index), hydraulicBoundaryLocation);
AssertDefaultHydraulicBoundaryLocationCalculation(assessmentSection.WaveHeightLocationCalculations3.ElementAt(index), hydraulicBoundaryLocation);
AssertDefaultHydraulicBoundaryLocationCalculation(assessmentSection.WaveHeightLocationCalculations4.ElementAt(index), hydraulicBoundaryLocation);
}
private static void AssertDefaultHydraulicBoundaryLocationCalculation(HydraulicBoundaryLocationCalculation hydraulicBoundaryLocationCalculation,
HydraulicBoundaryLocation hydraulicBoundaryLocation)
{
Assert.AreSame(hydraulicBoundaryLocation, hydraulicBoundaryLocationCalculation.HydraulicBoundaryLocation);
Assert.IsNull(hydraulicBoundaryLocationCalculation.Output);
Assert.IsFalse(hydraulicBoundaryLocationCalculation.InputParameters.ShouldIllustrationPointsBeCalculated);
}
}
}