public void Calculate_Canceled_HasNoOutput()
{
// Setup
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
WaveImpactAsphaltCoverWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var waveImpactAsphaltCoverFailureMechanism = new WaveImpactAsphaltCoverFailureMechanism();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
var waveImpactAsphaltCoverWaveConditionsCalculationService = new WaveImpactAsphaltCoverWaveConditionsCalculationService();
waveImpactAsphaltCoverWaveConditionsCalculationService.Cancel();
// Call
waveImpactAsphaltCoverWaveConditionsCalculationService.Calculate(
calculation,
assessmentSection,
waveImpactAsphaltCoverFailureMechanism.GeneralInput);
// Assert
Assert.IsFalse(calculation.HasOutput);
}
mockRepository.VerifyAll();
}
public void Constructor_ReturnsNewInstance()
{
// Call
var service = new WaveImpactAsphaltCoverWaveConditionsCalculationService();
// Assert
Assert.IsInstanceOf <WaveConditionsCalculationServiceBase>(service);
}
public void Calculate_Always_SendsProgressNotifications()
{
// Setup
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
WaveImpactAsphaltCoverWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
var failureMechanism = new WaveImpactAsphaltCoverFailureMechanism();
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.Stub <IHydraRingCalculatorFactory>();
RoundedDouble[] waterLevels = GetWaterLevels(calculation, assessmentSection).ToArray();
calculatorFactory.Stub(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(new TestWaveConditionsCosineCalculator());
mockRepository.ReplayAll();
int nrOfCalculators = waterLevels.Length;
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
var currentStep = 1;
var stabilityStoneCoverWaveConditionsCalculationService = new WaveImpactAsphaltCoverWaveConditionsCalculationService();
stabilityStoneCoverWaveConditionsCalculationService.OnProgressChanged += (description, step, steps) =>
{
// Assert
var text = $"Waterstand '{waterLevels[(step - 1) % waterLevels.Length]}' [m+NAP] voor asfalt berekenen.";
Assert.AreEqual(text, description);
Assert.AreEqual(currentStep++, step);
Assert.AreEqual(nrOfCalculators, steps);
};
// Call
stabilityStoneCoverWaveConditionsCalculationService.Calculate(calculation,
assessmentSection,
failureMechanism.GeneralInput);
}
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 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();
}
