public void CreateHydraulicBoundaryLocationCalculationActivities_AssessmentSectionNull_ThrowsArgumentNullException()
{
// Call
void Call() => AssessmentSectionHydraulicBoundaryLocationCalculationActivityFactory.CreateHydraulicBoundaryLocationCalculationActivities(null);
// Assert
var exception = Assert.Throws <ArgumentNullException>(Call);
Assert.AreEqual("assessmentSection", exception.ParamName);
}
public void CreateWaterLevelCalculationActivitiesForNormTargetProbabilities_WithValidDataAndUsePreprocessorStates_ExpectedInputSetToActivities(bool usePreprocessor)
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection(usePreprocessor);
var hydraulicBoundaryLocation1 = new TestHydraulicBoundaryLocation("locationName 1");
var hydraulicBoundaryLocation2 = new TestHydraulicBoundaryLocation("locationName 2");
assessmentSection.SetHydraulicBoundaryLocationCalculations(new[]
{
hydraulicBoundaryLocation1,
hydraulicBoundaryLocation2
});
// Call
IEnumerable <CalculatableActivity> activities =
AssessmentSectionHydraulicBoundaryLocationCalculationActivityFactory.CreateWaterLevelCalculationActivitiesForNormTargetProbabilities(assessmentSection);
// Assert
Assert.AreEqual(4, activities.Count());
HydraulicBoundaryDatabase hydraulicBoundaryDatabase = assessmentSection.HydraulicBoundaryDatabase;
double maximumAllowableFloodingProbability = assessmentSection.FailureMechanismContribution.MaximumAllowableFloodingProbability;
const string expectedMaximumAllowableFloodingProbabilityText = "1/30.000";
double signalFloodingProbability = assessmentSection.FailureMechanismContribution.SignalFloodingProbability;
const string expectedSignalFloodingProbabilityText = "1/30.000 (1)";
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(0),
hydraulicBoundaryLocation1,
maximumAllowableFloodingProbability,
expectedMaximumAllowableFloodingProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(1),
hydraulicBoundaryLocation2,
maximumAllowableFloodingProbability,
expectedMaximumAllowableFloodingProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(2),
hydraulicBoundaryLocation1,
signalFloodingProbability,
expectedSignalFloodingProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(3),
hydraulicBoundaryLocation2,
signalFloodingProbability,
expectedSignalFloodingProbabilityText,
hydraulicBoundaryDatabase);
}
public void CreateHydraulicBoundaryLocationCalculationActivities_WithValidDataAndUsePreprocessorStates_ExpectedInputSetToActivities(bool usePreprocessor)
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection(usePreprocessor);
var hydraulicBoundaryLocation1 = new TestHydraulicBoundaryLocation("locationName 1");
var hydraulicBoundaryLocation2 = new TestHydraulicBoundaryLocation("locationName 2");
assessmentSection.SetHydraulicBoundaryLocationCalculations(new[]
{
hydraulicBoundaryLocation1,
hydraulicBoundaryLocation2
});
// Call
IEnumerable <CalculatableActivity> activities =
AssessmentSectionHydraulicBoundaryLocationCalculationActivityFactory.CreateHydraulicBoundaryLocationCalculationActivities(assessmentSection);
// Assert
Assert.AreEqual(12, activities.Count());
HydraulicBoundaryDatabase hydraulicBoundaryDatabase = assessmentSection.HydraulicBoundaryDatabase;
double maximumAllowableFloodingProbability = assessmentSection.FailureMechanismContribution.MaximumAllowableFloodingProbability;
const string maximumAllowableFloodingProbabilityText = "1/30.000";
double signalFloodingProbability = assessmentSection.FailureMechanismContribution.SignalFloodingProbability;
const string signalFloodingProbabilityText = "1/30.000 (1)";
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(0),
hydraulicBoundaryLocation1,
maximumAllowableFloodingProbability,
maximumAllowableFloodingProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(1),
hydraulicBoundaryLocation2,
maximumAllowableFloodingProbability,
maximumAllowableFloodingProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(2),
hydraulicBoundaryLocation1,
signalFloodingProbability,
signalFloodingProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(3),
hydraulicBoundaryLocation2,
signalFloodingProbability,
signalFloodingProbabilityText,
hydraulicBoundaryDatabase);
double firstWaterLevelTargetProbability = assessmentSection.WaterLevelCalculationsForUserDefinedTargetProbabilities[0].TargetProbability;
const string expectedFirstWaterLevelTargetProbabilityText = "1/10.000";
double secondWaterLevelTargetProbability = assessmentSection.WaterLevelCalculationsForUserDefinedTargetProbabilities[1].TargetProbability;
const string expectedSecondWaterLevelTargetProbabilityText = "1/100.000";
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(4),
hydraulicBoundaryLocation1,
firstWaterLevelTargetProbability,
expectedFirstWaterLevelTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(5),
hydraulicBoundaryLocation2,
firstWaterLevelTargetProbability,
expectedFirstWaterLevelTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(6),
hydraulicBoundaryLocation1,
secondWaterLevelTargetProbability,
expectedSecondWaterLevelTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertDesignWaterLevelCalculationActivity(activities.ElementAt(7),
hydraulicBoundaryLocation2,
secondWaterLevelTargetProbability,
expectedSecondWaterLevelTargetProbabilityText,
hydraulicBoundaryDatabase);
double firstWaveHeightTargetProbability = assessmentSection.WaveHeightCalculationsForUserDefinedTargetProbabilities[0].TargetProbability;
const string expectedFirstWaveHeightTargetProbabilityText = "1/4.000";
double secondWaveHeightTargetProbability = assessmentSection.WaveHeightCalculationsForUserDefinedTargetProbabilities[1].TargetProbability;
const string expectedSecondWaveHeightTargetProbabilityText = "1/40.000";
AssertWaveHeightCalculationActivity(activities.ElementAt(8),
hydraulicBoundaryLocation1,
firstWaveHeightTargetProbability,
expectedFirstWaveHeightTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertWaveHeightCalculationActivity(activities.ElementAt(9),
hydraulicBoundaryLocation2,
firstWaveHeightTargetProbability,
expectedFirstWaveHeightTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertWaveHeightCalculationActivity(activities.ElementAt(10),
hydraulicBoundaryLocation1,
secondWaveHeightTargetProbability,
expectedSecondWaveHeightTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertWaveHeightCalculationActivity(activities.ElementAt(11),
hydraulicBoundaryLocation2,
secondWaveHeightTargetProbability,
expectedSecondWaveHeightTargetProbabilityText,
hydraulicBoundaryDatabase);
}
public void CreateWaveHeightCalculationActivitiesForUserDefinedTargetProbabilities_WithValidDataAndUsePreprocessorStates_ExpectedInputSetToActivities(bool usePreprocessor)
{
// Setup
AssessmentSectionStub assessmentSection = CreateAssessmentSection(usePreprocessor);
assessmentSection.WaveHeightCalculationsForUserDefinedTargetProbabilities.Add(new HydraulicBoundaryLocationCalculationsForTargetProbability(0.000025));
var hydraulicBoundaryLocation1 = new TestHydraulicBoundaryLocation("locationName 1");
var hydraulicBoundaryLocation2 = new TestHydraulicBoundaryLocation("locationName 2");
assessmentSection.SetHydraulicBoundaryLocationCalculations(new[]
{
hydraulicBoundaryLocation1,
hydraulicBoundaryLocation2
});
// Call
IEnumerable <CalculatableActivity> activities =
AssessmentSectionHydraulicBoundaryLocationCalculationActivityFactory.CreateWaveHeightCalculationActivitiesForUserDefinedTargetProbabilities(assessmentSection);
// Assert
Assert.AreEqual(6, activities.Count());
HydraulicBoundaryDatabase hydraulicBoundaryDatabase = assessmentSection.HydraulicBoundaryDatabase;
double firstTargetProbability = assessmentSection.WaveHeightCalculationsForUserDefinedTargetProbabilities[0].TargetProbability;
const string expectedFirstTargetProbabilityText = "1/4.000";
double secondTargetProbability = assessmentSection.WaveHeightCalculationsForUserDefinedTargetProbabilities[1].TargetProbability;
const string expectedSecondTargetProbabilityText = "1/40.000";
double thirdTargetProbability = assessmentSection.WaveHeightCalculationsForUserDefinedTargetProbabilities[2].TargetProbability;
const string expectedThirdTargetProbabilityText = "1/40.000 (1)";
AssertWaveHeightCalculationActivity(activities.ElementAt(0),
hydraulicBoundaryLocation1,
firstTargetProbability,
expectedFirstTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertWaveHeightCalculationActivity(activities.ElementAt(1),
hydraulicBoundaryLocation2,
firstTargetProbability,
expectedFirstTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertWaveHeightCalculationActivity(activities.ElementAt(2),
hydraulicBoundaryLocation1,
secondTargetProbability,
expectedSecondTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertWaveHeightCalculationActivity(activities.ElementAt(3),
hydraulicBoundaryLocation2,
secondTargetProbability,
expectedSecondTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertWaveHeightCalculationActivity(activities.ElementAt(4),
hydraulicBoundaryLocation1,
thirdTargetProbability,
expectedThirdTargetProbabilityText,
hydraulicBoundaryDatabase);
AssertWaveHeightCalculationActivity(activities.ElementAt(5),
hydraulicBoundaryLocation2,
thirdTargetProbability,
expectedThirdTargetProbabilityText,
hydraulicBoundaryDatabase);
}
