// Copyright (C) Stichting Deltares 2018. 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.IO;
using System.Linq;
using Core.Common.Base.Data;
using Core.Common.TestUtil;
using NUnit.Framework;
using Rhino.Mocks;
using Ringtoets.Common.Data.AssessmentSection;
using Ringtoets.Common.Data.DikeProfiles;
using Ringtoets.Common.Data.FailureMechanism;
using Ringtoets.Common.Data.Hydraulics;
using Ringtoets.Common.Data.TestUtil;
using Ringtoets.Common.Service;
using Ringtoets.Common.Service.TestUtil;
using Ringtoets.GrassCoverErosionOutwards.Data;
using Ringtoets.GrassCoverErosionOutwards.Data.TestUtil;
using Ringtoets.HydraRing.Calculation.Calculator.Factory;
using Ringtoets.HydraRing.Calculation.Data;
using Ringtoets.HydraRing.Calculation.Data.Input;
using Ringtoets.HydraRing.Calculation.Data.Input.WaveConditions;
using Ringtoets.HydraRing.Calculation.Exceptions;
using Ringtoets.HydraRing.Calculation.TestUtil;
using Ringtoets.HydraRing.Calculation.TestUtil.Calculator;
using Ringtoets.Revetment.Data;
using Ringtoets.Revetment.Data.TestUtil;
using Ringtoets.Revetment.Service;
namespace Ringtoets.GrassCoverErosionOutwards.Service.Test
{
[TestFixture]
public class GrassCoverErosionOutwardsWaveConditionsCalculationServiceTest
{
private static readonly string testDataPath = TestHelper.GetTestDataPath(TestDataPath.Ringtoets.Integration.Service, "HydraRingCalculation");
private static readonly string validFilePath = Path.Combine(testDataPath, "HRD dutch coast south.sqlite");
private static readonly string validPreprocessorDirectory = TestHelper.GetScratchPadPath();
[Test]
public void Constructor_ReturnsNewInstance()
{
// Call
var service = new GrassCoverErosionOutwardsWaveConditionsCalculationService();
// Assert
Assert.IsInstanceOf(service);
}
[Test]
public void Calculate_CalculationNull_ThrowArgumentNullException()
{
// Setup
var mockRepository = new MockRepository();
var assessmentSection = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
// Call
TestDelegate test = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(null,
failureMechanism,
assessmentSection,
validFilePath);
// Assert
var exception = Assert.Throws(test);
Assert.AreEqual("calculation", exception.ParamName);
mockRepository.VerifyAll();
}
[Test]
public void Calculate_FailureMechniamsNull_ThrowArgumentNullException()
{
// Setup
var mockRepository = new MockRepository();
var assessmentSection = mockRepository.Stub();
mockRepository.ReplayAll();
var calculation = new GrassCoverErosionOutwardsWaveConditionsCalculation();
// Call
TestDelegate test = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
null,
assessmentSection,
validFilePath);
// Assert
var exception = Assert.Throws(test);
Assert.AreEqual("failureMechanism", exception.ParamName);
mockRepository.VerifyAll();
}
[Test]
public void Calculate_AssessmentSectionNull_ThrowArgumentNullException()
{
// Setup
var calculation = new GrassCoverErosionOutwardsWaveConditionsCalculation();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
// Call
TestDelegate test = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
null,
validFilePath);
// Assert
var exception = Assert.Throws(test);
Assert.AreEqual("assessmentSection", exception.ParamName);
}
[Test]
[TestCase(double.NegativeInfinity, TestName = "Calculate_CalculationWithForeshoreNoBreakWaterAndInvalidBreakWaterHeight_PerformAndLog(negativeInfinity)")]
[TestCase(double.PositiveInfinity, TestName = "Calculate_CalculationWithForeshoreNoBreakWaterAndInvalidBreakWaterHeight_PerformAndLog(positiveInfinity)")]
[TestCase(double.NaN, TestName = "Calculate_CalculationWithForeshoreAndBreakWaterNoInvalidBreakWaterHeight_PerformAndLog(NaN)")]
public void Calculate_CalculationWithForeshoreAndDoesNotUseBreakWaterAndHasInvalidBreakWaterHeight_PerformCalculationAndLogStartAndEnd(double breakWaterHeight)
{
// Setup
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Twice();
mockRepository.ReplayAll();
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
calculation.InputParameters.ForeshoreProfile = new TestForeshoreProfile(new BreakWater(BreakWaterType.Dam,
breakWaterHeight));
calculation.InputParameters.UseBreakWater = false;
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
Action call = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
// Assert
TestHelper.AssertLogMessages(call, messages =>
{
string[] msgs = messages.ToArray();
Assert.AreEqual(8, msgs.Length);
CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]);
var i = 0;
foreach (RoundedDouble waterLevel in GetWaterLevels(calculation, failureMechanism, assessmentSection))
{
Assert.AreEqual($"Berekening voor waterstand '{waterLevel}' is gestart.", msgs[i + 1]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[i + 2]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevel}' is beëindigd.", msgs[i + 3]);
i = i + 3;
}
CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[7]);
});
}
mockRepository.VerifyAll();
}
[Test]
[TestCase(CalculationType.NoForeshore)]
[TestCase(CalculationType.ForeshoreWithoutBreakWater)]
[TestCase(CalculationType.ForeshoreWithValidBreakWater)]
public void Run_CalculationWithValidInputAndValidForeshore_LogStartAndEnd(CalculationType calculationType)
{
// Setup
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Twice();
mockRepository.ReplayAll();
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
switch (calculationType)
{
case CalculationType.NoForeshore:
calculation.InputParameters.ForeshoreProfile = null;
calculation.InputParameters.UseForeshore = false;
calculation.InputParameters.UseBreakWater = false;
break;
case CalculationType.ForeshoreWithoutBreakWater:
calculation.InputParameters.ForeshoreProfile = new TestForeshoreProfile();
calculation.InputParameters.UseBreakWater = false;
break;
case CalculationType.ForeshoreWithValidBreakWater:
break;
}
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
Action call = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
// Assert
TestHelper.AssertLogMessages(call, messages =>
{
string[] msgs = messages.ToArray();
Assert.AreEqual(8, msgs.Length);
CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]);
var i = 0;
foreach (RoundedDouble waterLevel in GetWaterLevels(calculation, failureMechanism, assessmentSection))
{
Assert.AreEqual($"Berekening voor waterstand '{waterLevel}' is gestart.", msgs[i + 1]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[i + 2]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevel}' is beëindigd.", msgs[i + 3]);
i = i + 3;
}
CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[7]);
});
}
mockRepository.VerifyAll();
}
[Test]
[TestCase(BreakWaterType.Caisson)]
[TestCase(BreakWaterType.Wall)]
[TestCase(BreakWaterType.Dam)]
public void Calculate_Always_InputPropertiesCorrectlySendToCalculator(BreakWaterType breakWaterType)
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
calculation.InputParameters.BreakWater.Type = breakWaterType;
var waveConditionsCosineCalculator = new TestWaveConditionsCosineCalculator();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(waveConditionsCosineCalculator)
.Repeat
.Times(3);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
// Assert
WaveConditionsCosineCalculationInput[] testWaveConditionsInputs = waveConditionsCosineCalculator.ReceivedInputs.ToArray();
Assert.AreEqual(3, testWaveConditionsInputs.Length);
var waterLevelIndex = 0;
foreach (WaveConditionsCosineCalculationInput actualInput in testWaveConditionsInputs)
{
GeneralGrassCoverErosionOutwardsInput generalInput = failureMechanism.GeneralInput;
double expectedNorm = RingtoetsCommonDataCalculationService.ProfileSpecificRequiredProbability(
assessmentSection.FailureMechanismContribution.SignalingNorm / 30,
failureMechanism.Contribution,
failureMechanism.GeneralInput.N);
WaveConditionsInput input = calculation.InputParameters;
var expectedInput = new WaveConditionsCosineCalculationInput(1,
input.Orientation,
input.HydraulicBoundaryLocation.Id,
expectedNorm,
input.ForeshoreProfile.Geometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)),
new HydraRingBreakWater(BreakWaterTypeHelper.GetHydraRingBreakWaterType(breakWaterType), input.BreakWater.Height),
GetWaterLevels(calculation, failureMechanism, assessmentSection).ElementAt(waterLevelIndex++),
generalInput.GeneralWaveConditionsInput.A,
generalInput.GeneralWaveConditionsInput.B,
generalInput.GeneralWaveConditionsInput.C);
HydraRingDataEqualityHelper.AreEqual(expectedInput, actualInput);
}
}
mockRepository.VerifyAll();
}
[Test]
public void Calculate_Canceled_HasNoOutput()
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
var grassCoverErosionOutwardsWaveConditionsCalculationService = new GrassCoverErosionOutwardsWaveConditionsCalculationService();
grassCoverErosionOutwardsWaveConditionsCalculationService.Cancel();
// Call
grassCoverErosionOutwardsWaveConditionsCalculationService.Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
// Assert
Assert.IsFalse(calculation.HasOutput);
}
mockRepository.VerifyAll();
}
[Test]
public void Calculate_CancelCalculationWithValidInput_CancelsCalculatorAndHasNullOutput()
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var waveConditionsCosineCalculator = new TestWaveConditionsCosineCalculator();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(waveConditionsCosineCalculator);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
var grassCoverErosionOutwardsWaveConditionsCalculationService = new GrassCoverErosionOutwardsWaveConditionsCalculationService();
waveConditionsCosineCalculator.CalculationFinishedHandler += (s, e) => grassCoverErosionOutwardsWaveConditionsCalculationService.Cancel();
// Call
grassCoverErosionOutwardsWaveConditionsCalculationService.Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
// Assert
Assert.IsNull(calculation.Output);
Assert.IsTrue(waveConditionsCosineCalculator.IsCanceled);
}
mockRepository.VerifyAll();
}
[Test]
public void Calculate_WithValidInput_SetsOutput()
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Times(3);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
// Assert
Assert.IsNotNull(calculation.Output);
Assert.AreEqual(3, calculation.Output.Items.Count());
}
mockRepository.VerifyAll();
}
[Test]
[TestCaseSource(typeof(HydraRingCalculatorTestCaseProvider), nameof(HydraRingCalculatorTestCaseProvider.GetCalculatorFailingConditionsWithReportDetails), new object[]
{
nameof(Calculate_ThreeCalculationsFail_ThrowsHydraRingCalculationExceptionAndLogError)
})]
public void Calculate_ThreeCalculationsFail_ThrowsHydraRingCalculationExceptionAndLogError(bool endInFailure,
string lastErrorFileContent,
string detailedReport)
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var calculatorThatFails = new TestWaveConditionsCosineCalculator
{
EndInFailure = endInFailure,
LastErrorFileContent = lastErrorFileContent
};
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(calculatorThatFails)
.Repeat
.Times(3);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
HydraRingCalculationException exception = null;
// Call
Action call = () =>
{
try
{
new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
}
catch (HydraRingCalculationException e)
{
exception = e;
}
};
// Assert
TestHelper.AssertLogMessages(call, messages =>
{
string[] msgs = messages.ToArray();
Assert.AreEqual(15, msgs.Length);
CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]);
RoundedDouble[] waterLevels = GetWaterLevels(calculation, failureMechanism, assessmentSection).ToArray();
RoundedDouble waterLevelUpperBoundaryRevetment = waterLevels[0];
RoundedDouble waterLevelMiddleRevetment = waterLevels[1];
RoundedDouble waterLevelLowerBoundaryRevetment = waterLevels[2];
Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is gestart.", msgs[1]);
Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelUpperBoundaryRevetment}'. {detailedReport}", msgs[2]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[3]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is beëindigd.", msgs[4]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is gestart.", msgs[5]);
Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelMiddleRevetment}'. {detailedReport}", msgs[6]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[7]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is beëindigd.", msgs[8]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is gestart.", msgs[9]);
Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelLowerBoundaryRevetment}'. {detailedReport}", msgs[10]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[11]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is beëindigd.", msgs[12]);
Assert.AreEqual("Berekening is mislukt voor alle waterstanden.", msgs[13]);
CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[14]);
});
Assert.IsInstanceOf(exception);
Assert.AreEqual("Berekening is mislukt voor alle waterstanden.", exception.Message);
Assert.IsNull(calculation.Output);
}
mockRepository.VerifyAll();
}
[Test]
[TestCaseSource(typeof(HydraRingCalculatorTestCaseProvider), nameof(HydraRingCalculatorTestCaseProvider.GetCalculatorFailingConditionsWithReportDetails), new object[]
{
nameof(Calculate_OneOutOfThreeCalculationsFails_ReturnsOutputsAndLogError)
})]
public void Calculate_OneOutOfThreeCalculationsFails_ReturnsOutputsAndLogError(bool endInFailure,
string lastErrorFileContent,
string detailedReport)
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var calculatorThatFails = new TestWaveConditionsCosineCalculator
{
EndInFailure = endInFailure,
LastErrorFileContent = lastErrorFileContent
};
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(calculatorThatFails);
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Twice();
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
Action call = () =>
{
new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
};
// Assert
RoundedDouble[] waterLevels = GetWaterLevels(calculation, failureMechanism, assessmentSection).ToArray();
RoundedDouble waterLevelUpperBoundaryRevetment = waterLevels[0];
RoundedDouble waterLevelMiddleRevetment = waterLevels[1];
RoundedDouble waterLevelLowerBoundaryRevetment = waterLevels[2];
TestHelper.AssertLogMessages(call, messages =>
{
string[] msgs = messages.ToArray();
Assert.AreEqual(12, msgs.Length);
CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is gestart.", msgs[1]);
Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelUpperBoundaryRevetment}'. {detailedReport}", msgs[2]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[3]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is beëindigd.", msgs[4]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is gestart.", msgs[5]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[6]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is beëindigd.", msgs[7]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is gestart.", msgs[8]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[9]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is beëindigd.", msgs[10]);
CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[11]);
});
WaveConditionsOutput[] waveConditionsOutputs = calculation.Output.Items.ToArray();
Assert.AreEqual(3, waveConditionsOutputs.Length);
double targetNorm = CalculateTargetNorm(assessmentSection.FailureMechanismContribution.SignalingNorm / 30,
failureMechanism.Contribution,
failureMechanism.GeneralInput.N);
WaveConditionsOutputTestHelper.AssertFailedOutput(waterLevelUpperBoundaryRevetment,
targetNorm,
waveConditionsOutputs[0]);
}
mockRepository.VerifyAll();
}
[Test]
public void Calculate_HydraulicBoundaryDatabaseWithCanUsePreprocessorFalse_ExpectedPreprocessorDirectorySetToCalculator()
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Times(3);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
}
// Assert
mockRepository.VerifyAll();
}
[Test]
public void Calculate_HydraulicBoundaryDatabaseWithUsePreprocessorTrue_ExpectedPreprocessorDirectorySetToCalculator()
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.AreEqual(validPreprocessorDirectory, settings.PreprocessorDirectory);
}).Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Times(3);
mockRepository.ReplayAll();
assessmentSection.HydraulicBoundaryDatabase.CanUsePreprocessor = true;
assessmentSection.HydraulicBoundaryDatabase.UsePreprocessor = true;
assessmentSection.HydraulicBoundaryDatabase.PreprocessorDirectory = validPreprocessorDirectory;
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
}
// Assert
mockRepository.VerifyAll();
}
[Test]
public void Calculate_HydraulicBoundaryDatabaseWithUsePreprocessorFalse_ExpectedPreprocessorDirectorySetToCalculator()
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations(
failureMechanism,
assessmentSection, new[]
{
new TestHydraulicBoundaryLocation()
});
ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull))
.WhenCalled(invocation =>
{
var settings = (HydraRingCalculationSettings) invocation.Arguments[0];
Assert.AreEqual(validFilePath, settings.HlcdFilePath);
Assert.IsEmpty(settings.PreprocessorDirectory);
})
.Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Times(3);
mockRepository.ReplayAll();
assessmentSection.HydraulicBoundaryDatabase.CanUsePreprocessor = true;
assessmentSection.HydraulicBoundaryDatabase.UsePreprocessor = false;
assessmentSection.HydraulicBoundaryDatabase.PreprocessorDirectory = "InvalidPreprocessorDirectory";
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation,
failureMechanism,
assessmentSection,
validFilePath);
}
// Assert
mockRepository.VerifyAll();
}
private static AssessmentSectionStub CreateAssessmentSection()
{
return new AssessmentSectionStub
{
HydraulicBoundaryDatabase =
{
FilePath = validFilePath
}
};
}
private static void ConfigureFailureMechanismWithHydraulicBoundaryOutput(GrassCoverErosionOutwardsFailureMechanism failureMechanism)
{
failureMechanism.Contribution = 20;
failureMechanism.WaterLevelCalculationsForMechanismSpecificFactorizedSignalingNorm.First().Output = new TestHydraulicBoundaryLocationCalculationOutput(9.3);
}
private static double CalculateTargetNorm(double norm, double contribution, RoundedDouble N)
{
return norm * (contribution / 100) / N;
}
private static GrassCoverErosionOutwardsWaveConditionsCalculation GetValidCalculation(HydraulicBoundaryLocation location)
{
return new GrassCoverErosionOutwardsWaveConditionsCalculation
{
InputParameters =
{
HydraulicBoundaryLocation = location,
CategoryType = FailureMechanismCategoryType.MechanismSpecificFactorizedSignalingNorm,
ForeshoreProfile = new TestForeshoreProfile(true),
UseForeshore = true,
UseBreakWater = true,
StepSize = WaveConditionsInputStepSize.Half,
LowerBoundaryRevetment = (RoundedDouble) 4,
UpperBoundaryRevetment = (RoundedDouble) 10,
UpperBoundaryWaterLevels = (RoundedDouble) 8,
LowerBoundaryWaterLevels = (RoundedDouble) 7.1
}
};
}
private static GrassCoverErosionOutwardsWaveConditionsCalculation GetDefaultCalculation(HydraulicBoundaryLocation location)
{
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(location);
calculation.InputParameters.LowerBoundaryWaterLevels = (RoundedDouble) 5;
calculation.InputParameters.UpperBoundaryWaterLevels = (RoundedDouble) 5.4;
return calculation;
}
private static IEnumerable GetWaterLevels(GrassCoverErosionOutwardsWaveConditionsCalculation calculation,
GrassCoverErosionOutwardsFailureMechanism failureMechanism,
IAssessmentSection assessmentSection)
{
return calculation.InputParameters.GetWaterLevels(failureMechanism.GetAssessmentLevel(
assessmentSection,
calculation.InputParameters.HydraulicBoundaryLocation,
calculation.InputParameters.CategoryType));
}
}
}