private static void AssertWaveImpactAsphaltCoverWaveConditionsCalculationActivity(Activity activity,
WaveImpactAsphaltCoverWaveConditionsCalculation calculation,
RoundedDouble assessmentLevel,
HydraulicBoundaryDatabase hydraulicBoundaryDatabase)
{
var mocks = new MockRepository();
var testCalculator = new TestWaveConditionsCosineCalculator();
var calculatorFactory = mocks.StrictMock <IHydraRingCalculatorFactory>();
int nrOfCalculations = calculation.InputParameters.GetWaterLevels(assessmentLevel).Count();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg <HydraRingCalculationSettings> .Is.NotNull))
.WhenCalled(invocation =>
{
HydraRingCalculationSettingsTestHelper.AssertHydraRingCalculationSettings(
HydraulicBoundaryCalculationSettingsFactory.CreateSettings(hydraulicBoundaryDatabase),
(HydraRingCalculationSettings)invocation.Arguments[0]);
})
.Return(testCalculator)
.Repeat
.Times(nrOfCalculations);
mocks.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
activity.Run();
Assert.AreEqual(nrOfCalculations, testCalculator.ReceivedInputs.Count());
foreach (WaveConditionsCosineCalculationInput input in testCalculator.ReceivedInputs)
{
Assert.AreEqual(calculation.InputParameters.BreakWater.Height, input.BreakWater.Height);
}
}
mocks.VerifyAll();
}
public void Calculate_VariousHydraulicBoundaryDatabaseConfigurations_StartsCalculationWithRightParameters(
HydraulicBoundaryDatabase hydraulicBoundaryDatabase)
{
// Setup
var waterLevel = (RoundedDouble)4.20;
var a = (RoundedDouble)1.0;
var b = (RoundedDouble)0.8;
var c = (RoundedDouble)0.4;
const double targetProbability = 0.2;
var input = new WaveConditionsInput
{
HydraulicBoundaryLocation = new TestHydraulicBoundaryLocation(),
ForeshoreProfile = new TestForeshoreProfile(true),
UpperBoundaryRevetment = (RoundedDouble)4,
LowerBoundaryRevetment = (RoundedDouble)3,
StepSize = WaveConditionsInputStepSize.Two,
Orientation = (RoundedDouble)0
};
var calculator = new TestWaveConditionsCosineCalculator();
int nrOfCalculators = input.GetWaterLevels(waterLevel).Count();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg <HydraRingCalculationSettings> .Is.NotNull))
.WhenCalled(invocation =>
{
HydraRingCalculationSettingsTestHelper.AssertHydraRingCalculationSettings(
HydraulicBoundaryCalculationSettingsFactory.CreateSettings(hydraulicBoundaryDatabase),
(HydraRingCalculationSettings)invocation.Arguments[0]);
})
.Return(calculator)
.Repeat
.Times(nrOfCalculators);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new TestWaveConditionsCalculationService().PublicCalculate(a,
b,
c,
targetProbability,
input,
waterLevel,
hydraulicBoundaryDatabase);
// Assert
for (var i = 0; i < nrOfCalculators; i++)
{
Assert.AreEqual(hydraulicBoundaryDatabase.HydraulicLocationConfigurationSettings.UsePreprocessor,
calculator.ReceivedInputs.ElementAt(i).PreprocessorSetting.RunPreprocessor);
}
}
mockRepository.VerifyAll();
}
public void Calculate_Always_InputPropertiesCorrectlySentToCalculator(BreakWaterType breakWaterType)
{
// Setup
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
WaveImpactAsphaltCoverWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
calculation.InputParameters.BreakWater.Type = breakWaterType;
var waveImpactAsphaltCoverFailureMechanism = new WaveImpactAsphaltCoverFailureMechanism();
var calculator = new TestWaveConditionsCosineCalculator();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculator)
.Repeat
.Times(3);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new WaveImpactAsphaltCoverWaveConditionsCalculationService().Calculate(
calculation,
assessmentSection,
waveImpactAsphaltCoverFailureMechanism.GeneralInput);
// Assert
WaveConditionsCosineCalculationInput[] waveConditionsInputs = calculator.ReceivedInputs.ToArray();
Assert.AreEqual(3, waveConditionsInputs.Length);
var waterLevelIndex = 0;
foreach (WaveConditionsCosineCalculationInput actualInput in waveConditionsInputs)
{
GeneralWaveConditionsInput generalInput = waveImpactAsphaltCoverFailureMechanism.GeneralInput;
WaveConditionsInput input = calculation.InputParameters;
var expectedInput = new WaveConditionsCosineCalculationInput(1,
input.Orientation,
input.HydraulicBoundaryLocation.Id,
assessmentSection.FailureMechanismContribution.MaximumAllowableFloodingProbability,
input.ForeshoreProfile.Geometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)),
new HydraRingBreakWater(BreakWaterTypeHelper.GetHydraRingBreakWaterType(breakWaterType), input.BreakWater.Height),
GetWaterLevels(calculation, assessmentSection).ElementAt(waterLevelIndex++),
generalInput.A,
generalInput.B,
generalInput.C);
HydraRingDataEqualityHelper.AreEqual(expectedInput, actualInput);
}
}
mockRepository.VerifyAll();
}
public void Calculate_WithoutBreakWater_StartsCalculationWithRightParameters(bool useForeshore)
{
// Setup
var waterLevel = (RoundedDouble)4.20;
var a = (RoundedDouble)1.0;
var b = (RoundedDouble)0.8;
var c = (RoundedDouble)0.4;
const double targetProbability = 0.2;
var input = new WaveConditionsInput
{
HydraulicBoundaryLocation = new TestHydraulicBoundaryLocation(),
ForeshoreProfile = new TestForeshoreProfile(true),
UpperBoundaryRevetment = (RoundedDouble)4,
LowerBoundaryRevetment = (RoundedDouble)3,
StepSize = WaveConditionsInputStepSize.Two,
UseBreakWater = false,
UseForeshore = useForeshore,
Orientation = (RoundedDouble)0
};
var calculator = new TestWaveConditionsCosineCalculator();
RoundedDouble[] waterLevels = input.GetWaterLevels(waterLevel).ToArray();
int nrOfCalculators = waterLevels.Length;
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculator)
.Repeat
.Times(nrOfCalculators);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new TestWaveConditionsCalculationService().PublicCalculate(a,
b,
c,
targetProbability,
input,
waterLevel,
GetValidHydraulicBoundaryDatabase());
// Assert
for (var i = 0; i < nrOfCalculators; i++)
{
WaveConditionsCosineCalculationInput expectedInput = CreateInput(waterLevels[i], a, b, c, targetProbability, input, useForeshore, false);
HydraRingDataEqualityHelper.AreEqual(expectedInput, calculator.ReceivedInputs.ElementAt(i));
}
}
mockRepository.VerifyAll();
}
public void Cancel_WhenPerformingCalculationForBlocks_CurrentCalculationForWaterLevelCompletesAndSubsequentCalculationsDidNotRun()
{
// Setup
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
StabilityStoneCoverWaveConditionsCalculation calculation = CreateValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
CalculatableActivity activity = StabilityStoneCoverWaveConditionsCalculationActivityFactory.CreateCalculationActivity(
calculation,
new StabilityStoneCoverFailureMechanism(),
assessmentSection);
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
var calculator = new TestWaveConditionsCosineCalculator();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculator);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
activity.ProgressChanged += (sender, args) =>
{
if (activity.State != ActivityState.Canceled && activity.ProgressText.Contains("Stap 1 van 6"))
{
// Call
activity.Cancel();
}
};
// Assert
TestHelper.AssertLogMessages(() => activity.Run(), messages =>
{
string[] msgs = messages.ToArray();
RoundedDouble firstWaterLevel = GetWaterLevels(calculation, assessmentSection).First();
Assert.AreEqual(10, msgs.Length);
Assert.AreEqual($"Golfcondities berekenen voor '{calculation.Name}' is gestart.", msgs[0]);
CalculationServiceTestHelper.AssertValidationStartMessage(msgs[1]);
CalculationServiceTestHelper.AssertValidationEndMessage(msgs[2]);
CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[3]);
Assert.AreEqual("Berekening voor blokken is gestart.", msgs[4]);
Assert.AreEqual($"Berekening voor waterstand '{firstWaterLevel}' is gestart.", msgs[5]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[6]);
Assert.AreEqual($"Berekening voor waterstand '{firstWaterLevel}' is beëindigd.", msgs[7]);
Assert.AreEqual("Berekening voor blokken is beëindigd.", msgs[8]);
CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[9]);
});
Assert.AreEqual(ActivityState.Canceled, activity.State);
}
mockRepository.VerifyAll();
}
public void Calculate_CancelCalculationWithValidInput_CancelsCalculator()
{
// Setup
var waterLevel = (RoundedDouble)4.2;
var a = (RoundedDouble)1.0;
var b = (RoundedDouble)0.8;
var c = (RoundedDouble)0.4;
const double targetProbability = 0.2;
var input = new WaveConditionsInput
{
HydraulicBoundaryLocation = new TestHydraulicBoundaryLocation(),
ForeshoreProfile = new TestForeshoreProfile(),
UpperBoundaryRevetment = waterLevel,
LowerBoundaryRevetment = (RoundedDouble)3
};
var calculator = new TestWaveConditionsCosineCalculator();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.Stub <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculator);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
var service = new TestWaveConditionsCalculationService();
calculator.CalculationFinishedHandler += (s, e) => service.Cancel();
// Call
service.PublicCalculate(a,
b,
c,
targetProbability,
input,
waterLevel,
GetValidHydraulicBoundaryDatabase());
// Assert
Assert.IsTrue(calculator.IsCanceled);
}
mockRepository.VerifyAll();
}
public void Run_CalculationFailed_OutputNull(bool endInFailure, string lastErrorFileContent)
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
ConfigureAssessmentSectionWithHydraulicBoundaryOutput(assessmentSection);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = CreateValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
CalculatableActivity activity = GrassCoverErosionOutwardsCalculationActivityFactory.CreateWaveConditionsCalculationActivity(calculation,
failureMechanism,
assessmentSection);
var waveConditionsCosineCalculator = new TestWaveConditionsCosineCalculator
{
EndInFailure = endInFailure,
LastErrorFileContent = lastErrorFileContent
};
int nrOfCalculators = GetWaterLevels(calculation, assessmentSection).Count();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(waveConditionsCosineCalculator)
.Repeat
.Times(nrOfCalculators);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
activity.Run();
// Assert
Assert.IsNull(calculation.Output);
}
mockRepository.VerifyAll();
}
public void Calculate_HydraulicBoundaryDatabaseWithUsePreprocessorFalse_ExpectedPreprocessorDirectorySetToCalculator()
{
// Setup
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
assessmentSection.HydraulicBoundaryDatabase.HydraulicLocationConfigurationSettings.CanUsePreprocessor = true;
assessmentSection.HydraulicBoundaryDatabase.HydraulicLocationConfigurationSettings.UsePreprocessor = false;
assessmentSection.HydraulicBoundaryDatabase.HydraulicLocationConfigurationSettings.PreprocessorDirectory = "InvalidPreprocessorDirectory";
WaveImpactAsphaltCoverWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var waveImpactAsphaltCoverFailureMechanism = new WaveImpactAsphaltCoverFailureMechanism();
var calculator = new TestWaveConditionsCosineCalculator();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg <HydraRingCalculationSettings> .Is.NotNull))
.WhenCalled(invocation =>
{
HydraRingCalculationSettingsTestHelper.AssertHydraRingCalculationSettings(
HydraulicBoundaryCalculationSettingsFactory.CreateSettings(assessmentSection.HydraulicBoundaryDatabase),
(HydraRingCalculationSettings)invocation.Arguments[0]);
})
.Return(calculator)
.Repeat
.Times(3);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
new WaveImpactAsphaltCoverWaveConditionsCalculationService().Calculate(
calculation,
assessmentSection,
waveImpactAsphaltCoverFailureMechanism.GeneralInput);
}
// Assert
mockRepository.VerifyAll();
}
public void Run_ErrorInCalculation_ActivityStateFailed(bool endInFailure, string lastErrorFileContent)
{
// Setup
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
WaveImpactAsphaltCoverWaveConditionsCalculation calculation = CreateValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
CalculatableActivity activity = WaveImpactAsphaltCoverWaveConditionsCalculationActivityFactory.CreateCalculationActivity(
calculation,
new WaveImpactAsphaltCoverFailureMechanism(),
assessmentSection);
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
var calculator = new TestWaveConditionsCosineCalculator
{
EndInFailure = endInFailure,
LastErrorFileContent = lastErrorFileContent
};
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculator)
.Repeat
.Times(GetWaterLevels(calculation, assessmentSection).Count());
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
activity.Run();
// Assert
Assert.AreEqual(ActivityState.Failed, activity.State);
}
mockRepository.VerifyAll();
}
public void Calculate_CancelCalculationWithValidInput_CancelsCalculatorAndHasNullOutput()
{
// Setup
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
WaveImpactAsphaltCoverWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var waveImpactAsphaltCoverFailureMechanism = new WaveImpactAsphaltCoverFailureMechanism();
var calculator = new TestWaveConditionsCosineCalculator();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculator);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
var waveImpactAsphaltCoverWaveConditionsCalculationService = new WaveImpactAsphaltCoverWaveConditionsCalculationService();
calculator.CalculationFinishedHandler += (s, e) => waveImpactAsphaltCoverWaveConditionsCalculationService.Cancel();
// Call
waveImpactAsphaltCoverWaveConditionsCalculationService.Calculate(
calculation,
assessmentSection,
waveImpactAsphaltCoverFailureMechanism.GeneralInput);
// Assert
Assert.IsNull(calculation.Output);
Assert.IsTrue(calculator.IsCanceled);
}
mockRepository.VerifyAll();
}
public void Run_Always_InputPropertiesCorrectlySentToService(BreakWaterType breakWaterType)
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection();
ConfigureAssessmentSectionWithHydraulicBoundaryOutput(assessmentSection);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = CreateValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
calculation.InputParameters.BreakWater.Type = breakWaterType;
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
CalculatableActivity activity = GrassCoverErosionOutwardsCalculationActivityFactory.CreateWaveConditionsCalculationActivity(calculation,
failureMechanism,
assessmentSection);
var waveConditionsCosineCalculator = new TestWaveConditionsCosineCalculator();
RoundedDouble[] waterLevels = GetWaterLevels(calculation, assessmentSection).ToArray();
int nrOfCalculators = GetNrOfCalculators(calculation, assessmentSection);
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(waveConditionsCosineCalculator)
.Repeat
.Times(nrOfCalculators);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
activity.Run();
// Assert
WaveConditionsCosineCalculationInput[] waveConditionsInputs = waveConditionsCosineCalculator.ReceivedInputs.ToArray();
Assert.AreEqual(nrOfCalculators, waveConditionsInputs.Length);
WaveConditionsInput input = calculation.InputParameters;
double targetProbability = assessmentSection.FailureMechanismContribution.MaximumAllowableFloodingProbability;
var waterLevelIndex = 0;
GeneralGrassCoverErosionOutwardsInput generalInput = failureMechanism.GeneralInput;
for (var i = 0; i < waveConditionsInputs.Length / 2; i++)
{
var expectedInput = new WaveConditionsCosineCalculationInput(1,
input.Orientation,
input.HydraulicBoundaryLocation.Id,
targetProbability,
input.ForeshoreProfile.Geometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)),
new HydraRingBreakWater(BreakWaterTypeHelper.GetHydraRingBreakWaterType(breakWaterType), input.BreakWater.Height),
waterLevels[waterLevelIndex++],
generalInput.GeneralWaveRunUpWaveConditionsInput.A,
generalInput.GeneralWaveRunUpWaveConditionsInput.B,
generalInput.GeneralWaveRunUpWaveConditionsInput.C);
HydraRingDataEqualityHelper.AreEqual(expectedInput, waveConditionsInputs[i]);
}
waterLevelIndex = 0;
for (int i = waveConditionsInputs.Length / 2; i < waveConditionsInputs.Length; i++)
{
var expectedInput = new WaveConditionsCosineCalculationInput(1,
input.Orientation,
input.HydraulicBoundaryLocation.Id,
targetProbability,
input.ForeshoreProfile.Geometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)),
new HydraRingBreakWater(BreakWaterTypeHelper.GetHydraRingBreakWaterType(breakWaterType), input.BreakWater.Height),
waterLevels[waterLevelIndex++],
generalInput.GeneralWaveImpactWaveConditionsInput.A,
generalInput.GeneralWaveImpactWaveConditionsInput.B,
generalInput.GeneralWaveImpactWaveConditionsInput.C);
HydraRingDataEqualityHelper.AreEqual(expectedInput, waveConditionsInputs[i]);
}
}
mockRepository.VerifyAll();
}
public void Calculate_OneOutOfThreeCalculationsFails_ReturnsOutputsAndLogError(bool endInFailure,
string lastErrorFileContent,
string detailedReport)
{
// Setup
var calculatorThatFails = new TestWaveConditionsCosineCalculator
{
EndInFailure = endInFailure,
LastErrorFileContent = lastErrorFileContent
};
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculatorThatFails);
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Twice();
mockRepository.ReplayAll();
var waterLevelUpperBoundary = new RoundedDouble(2, 4.00);
var waterLevelLowerBoundary = new RoundedDouble(2, 3.00);
var waterLevel = (RoundedDouble)4.2;
var a = (RoundedDouble)1.0;
var b = (RoundedDouble)0.8;
var c = (RoundedDouble)0.4;
const double targetProbability = 0.2;
var input = new WaveConditionsInput
{
HydraulicBoundaryLocation = new TestHydraulicBoundaryLocation(),
ForeshoreProfile = new TestForeshoreProfile(),
UpperBoundaryRevetment = waterLevelUpperBoundary,
LowerBoundaryRevetment = waterLevelLowerBoundary
};
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
var service = new TestWaveConditionsCalculationService();
// Call
void Call() => service.PublicCalculate(a, b, c, targetProbability, input, waterLevel, GetValidHydraulicBoundaryDatabase());
// Assert
TestHelper.AssertLogMessages(Call, messages =>
{
string[] msgs = messages.ToArray();
Assert.AreEqual(10, msgs.Length);
var waterLevelMiddle = new RoundedDouble(2, 3.50);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundary}' is gestart.", msgs[0]);
Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelUpperBoundary}'. {detailedReport}", msgs[1]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[2]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundary}' is beëindigd.", msgs[3]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddle}' is gestart.", msgs[4]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[5]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddle}' is beëindigd.", msgs[6]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundary}' is gestart.", msgs[7]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[8]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundary}' is beëindigd.", msgs[9]);
});
WaveConditionsOutput[] waveConditionsOutputs = service.Outputs.ToArray();
Assert.AreEqual(3, waveConditionsOutputs.Length);
WaveConditionsOutputTestHelper.AssertFailedOutput(waterLevelUpperBoundary,
targetProbability,
waveConditionsOutputs[0]);
}
mockRepository.VerifyAll();
}
public void Calculate_ThreeCalculationsFail_ThrowsHydraRingCalculationExceptionAndLogError(bool endInFailure,
string lastErrorFileContent,
string detailedReport)
{
// Setup
var waterLevel = (RoundedDouble)4.20;
var waterLevelUpperBoundaryRevetment = new RoundedDouble(2, 4.00);
var waterLevelLowerBoundaryRevetment = new RoundedDouble(2, 3.00);
var input = new WaveConditionsInput
{
HydraulicBoundaryLocation = new TestHydraulicBoundaryLocation(),
ForeshoreProfile = new TestForeshoreProfile(),
UpperBoundaryRevetment = waterLevelUpperBoundaryRevetment,
LowerBoundaryRevetment = waterLevelLowerBoundaryRevetment
};
int nrOfCalculators = input.GetWaterLevels(waterLevel).Count();
var calculatorThatFails = new TestWaveConditionsCosineCalculator
{
EndInFailure = endInFailure,
LastErrorFileContent = lastErrorFileContent
};
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculatorThatFails)
.Repeat
.Times(nrOfCalculators);
mockRepository.ReplayAll();
var a = (RoundedDouble)1.0;
var b = (RoundedDouble)0.8;
var c = (RoundedDouble)0.4;
const double targetProbability = 0.2;
HydraRingCalculationException exception = null;
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
void Call()
{
try
{
new TestWaveConditionsCalculationService().PublicCalculate(a, b, c, targetProbability, input, waterLevel,
GetValidHydraulicBoundaryDatabase());
}
catch (HydraRingCalculationException e)
{
exception = e;
}
}
// Assert
TestHelper.AssertLogMessages(Call, messages =>
{
string[] msgs = messages.ToArray();
Assert.AreEqual(13, msgs.Length);
var waterLevelMiddleRevetment = new RoundedDouble(2, 3.50);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is gestart.", msgs[0]);
Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelUpperBoundaryRevetment}'. {detailedReport}", msgs[1]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[2]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is beëindigd.", msgs[3]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is gestart.", msgs[4]);
Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelMiddleRevetment}'. {detailedReport}", msgs[5]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[6]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is beëindigd.", msgs[7]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is gestart.", msgs[8]);
Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelLowerBoundaryRevetment}'. {detailedReport}", msgs[9]);
StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[10]);
Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is beëindigd.", msgs[11]);
Assert.AreEqual("Berekening is mislukt voor alle waterstanden.", msgs[12]);
});
Assert.IsInstanceOf <HydraRingCalculationException>(exception);
Assert.AreEqual("Berekening is mislukt voor alle waterstanden.", exception.Message);
}
mockRepository.VerifyAll();
}
public void GivenValidCalculations_WhenCalculatingAllFromContextMenu_ThenAllCalculationsScheduled()
{
// Given
var hydraulicBoundaryLocation = new TestHydraulicBoundaryLocation("Test");
var assessmentSection = new AssessmentSectionStub
{
HydraulicBoundaryDatabase =
{
FilePath = validFilePath
}
};
assessmentSection.SetHydraulicBoundaryLocationCalculations(new[]
{
hydraulicBoundaryLocation
});
HydraulicBoundaryDatabaseTestHelper.SetHydraulicBoundaryLocationConfigurationSettings(assessmentSection.HydraulicBoundaryDatabase);
var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism();
assessmentSection.WaterLevelCalculationsForSignalFloodingProbability.ElementAt(0).Output =
new TestHydraulicBoundaryLocationCalculationOutput(2.0);
GrassCoverErosionOutwardsWaveConditionsCalculation calculation = CreateValidCalculation(hydraulicBoundaryLocation);
failureMechanism.CalculationsGroup.Children.Add(calculation);
var context = new GrassCoverErosionOutwardsFailureMechanismContext(failureMechanism, assessmentSection);
using (var treeViewControl = new TreeViewControl())
{
IMainWindow mainWindow = MainWindowTestHelper.CreateMainWindowStub(mocks);
var gui = mocks.Stub <IGui>();
gui.Stub(g => g.MainWindow).Return(mainWindow);
gui.Stub(g => g.ProjectOpened += null).IgnoreArguments();
gui.Stub(g => g.ProjectOpened -= null).IgnoreArguments();
gui.Stub(cmp => cmp.Get(context, treeViewControl)).Return(new CustomItemsOnlyContextMenuBuilder());
gui.Stub(g => g.DocumentViewController).Return(mocks.Stub <IDocumentViewController>());
var calculatorFactory = mocks.Stub <IHydraRingCalculatorFactory>();
var waveConditionsCalculator = new TestWaveConditionsCosineCalculator
{
Converged = false
};
HydraulicBoundaryCalculationSettings expectedCalculationSettings = HydraulicBoundaryCalculationSettingsFactory.CreateSettings(assessmentSection.HydraulicBoundaryDatabase);
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg <HydraRingCalculationSettings> .Is.NotNull))
.WhenCalled(invocation =>
{
HydraRingCalculationSettingsTestHelper.AssertHydraRingCalculationSettings(
expectedCalculationSettings,
(HydraRingCalculationSettings)invocation.Arguments[0]);
})
.Return(waveConditionsCalculator)
.Repeat
.Times(6);
mocks.ReplayAll();
plugin.Gui = gui;
plugin.Activate();
using (ContextMenuStrip contextMenuAdapter = info.ContextMenuStrip(context, null, treeViewControl))
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// When
void Call() => contextMenuAdapter.Items[contextMenuCalculateAllIndex].PerformClick();
// Then
TestHelper.AssertLogMessages(Call, messages =>
{
string[] msgs = messages.ToArray();
Assert.AreEqual(28, msgs.Length);
Assert.AreEqual($"Golfcondities berekenen voor '{calculation.Name}' is gestart.", msgs.ElementAt(0));
CalculationServiceTestHelper.AssertValidationStartMessage(msgs.ElementAt(1));
CalculationServiceTestHelper.AssertValidationEndMessage(msgs.ElementAt(2));
CalculationServiceTestHelper.AssertCalculationStartMessage(msgs.ElementAt(3));
IEnumerable <RoundedDouble> waterLevels = calculation.InputParameters.GetWaterLevels(
assessmentSection.WaterLevelCalculationsForSignalFloodingProbability.Single().Output.Result);
Assert.AreEqual(3, waterLevels.Count());
AssertWaveConditionsCalculationMessages(msgs, waterLevels, "golfoploop", 4);
AssertWaveConditionsCalculationMessages(msgs, waterLevels, "golfklap", 15);
CalculationServiceTestHelper.AssertCalculationEndMessage(msgs.ElementAt(26));
Assert.AreEqual($"Golfcondities berekenen voor '{calculation.Name}' is gelukt.", msgs.ElementAt(27));
});
}
}
}
public void Calculate_OneOutOfThreeCalculationsFails_ReturnsOutputsAndLogError(bool endInFailure,
string lastErrorFileContent,
string detailedReport)
{
// Setup
var failureMechanism = new WaveImpactAsphaltCoverFailureMechanism();
var calculatorThatFails = new TestWaveConditionsCosineCalculator
{
EndInFailure = endInFailure,
LastErrorFileContent = lastErrorFileContent
};
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculatorThatFails);
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(new TestWaveConditionsCosineCalculator())
.Repeat
.Twice();
mockRepository.ReplayAll();
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
WaveImpactAsphaltCoverWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
var service = new WaveImpactAsphaltCoverWaveConditionsCalculationService();
// Call
void Call() => service.Calculate(calculation, assessmentSection, failureMechanism.GeneralInput);
// Assert
RoundedDouble[] waterLevels = GetWaterLevels(calculation, assessmentSection).ToArray();
RoundedDouble waterLevelUpperBoundaryRevetment = waterLevels[0];
RoundedDouble waterLevelMiddleRevetment = waterLevels[1];
RoundedDouble waterLevelLowerBoundaryRevetment = waterLevels[2];
TestHelper.AssertLogMessages(Call, messages =>
{
string[] msgs = messages.ToArray();
Assert.AreEqual(12, msgs.Length);
CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]);
Assert.AreEqual($"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);
WaveConditionsOutputTestHelper.AssertFailedOutput(waterLevelUpperBoundaryRevetment,
assessmentSection.FailureMechanismContribution.MaximumAllowableFloodingProbability,
waveConditionsOutputs[0]);
}
mockRepository.VerifyAll();
}
public void Calculate_ThreeCalculationsFail_ThrowsHydraRingCalculationExceptionAndLogError(bool endInFailure,
string lastErrorFileContent,
string detailedReport)
{
// Setup
var failureMechanism = new WaveImpactAsphaltCoverFailureMechanism();
var calculatorThatFails = new TestWaveConditionsCosineCalculator
{
EndInFailure = endInFailure,
LastErrorFileContent = lastErrorFileContent
};
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculatorThatFails)
.Repeat
.Times(3);
mockRepository.ReplayAll();
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
WaveImpactAsphaltCoverWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
HydraRingCalculationException exception = null;
// Call
void Call()
{
try
{
new WaveImpactAsphaltCoverWaveConditionsCalculationService().Calculate(calculation, assessmentSection, failureMechanism.GeneralInput);
}
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, 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 <HydraRingCalculationException>(exception);
Assert.AreEqual("Berekening is mislukt voor alle waterstanden.", exception.Message);
Assert.IsNull(calculation.Output);
}
mockRepository.VerifyAll();
}