public void Constructor_ExpectedValues() { // Call var importer = new StabilityStoneCoverWaveConditionsCalculationConfigurationImporter( "", new CalculationGroup(), Enumerable.Empty <HydraulicBoundaryLocation>(), Enumerable.Empty <ForeshoreProfile>(), new FailureMechanismContribution(0.1, 0.1), Enumerable.Empty <HydraulicBoundaryLocationCalculationsForTargetProbability>()); // Assert Assert.IsInstanceOf <WaveConditionsCalculationConfigurationImporter < StabilityStoneCoverWaveConditionsCalculation, StabilityStoneCoverWaveConditionsCalculationConfigurationReader, StabilityStoneCoverWaveConditionsCalculationConfiguration> >(importer); }
public void Import_ValidConfigurationWithValidData_DataAddedToModel() { // Setup string filePath = Path.Combine(path, "validConfigurationFullCalculation.xml"); var calculationGroup = new CalculationGroup(); var hydraulicBoundaryLocation = new HydraulicBoundaryLocation(1, "Locatie", 10, 20); var foreshoreProfile = new ForeshoreProfile(new Point2D(0, 0), new[] { new Point2D(0, 0), new Point2D(1, 1), new Point2D(2, 2) }, new BreakWater(BreakWaterType.Caisson, 0), new ForeshoreProfile.ConstructionProperties { Id = "Voorlandprofiel", Name = "VoorlandProfielName" }); var calculationsForTargetProbability = new HydraulicBoundaryLocationCalculationsForTargetProbability(0.02); var importer = new StabilityStoneCoverWaveConditionsCalculationConfigurationImporter( filePath, calculationGroup, new[] { hydraulicBoundaryLocation }, new[] { foreshoreProfile }, new FailureMechanismContribution(0.1, 0.05), new[] { calculationsForTargetProbability }); // Call bool successful = importer.Import(); // Assert Assert.IsTrue(successful); var expectedCalculation = new StabilityStoneCoverWaveConditionsCalculation { Name = "Berekening 1", InputParameters = { HydraulicBoundaryLocation = hydraulicBoundaryLocation, CalculationsTargetProbability = calculationsForTargetProbability, WaterLevelType = WaveConditionsInputWaterLevelType.UserDefinedTargetProbability, UpperBoundaryRevetment = (RoundedDouble)10, LowerBoundaryRevetment = (RoundedDouble)2, UpperBoundaryWaterLevels = (RoundedDouble)9, LowerBoundaryWaterLevels = (RoundedDouble)4, StepSize = WaveConditionsInputStepSize.Half, ForeshoreProfile = foreshoreProfile, Orientation = (RoundedDouble)5.5, UseForeshore = false, UseBreakWater = true, BreakWater = { Height = (RoundedDouble)6.6, Type = BreakWaterType.Caisson }, CalculationType = StabilityStoneCoverWaveConditionsCalculationType.Blocks } }; Assert.AreEqual(1, calculationGroup.Children.Count); AssertWaveConditionsCalculation(expectedCalculation, (StabilityStoneCoverWaveConditionsCalculation)calculationGroup.Children[0]); }