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]);
}
