public void Constructor_ExpectedValues()
{
// Call
var generalInput = new GeneralStabilityStoneCoverWaveConditionsInput();
// Assert
Assert.AreEqual(2, generalInput.GeneralBlocksWaveConditionsInput.A.NumberOfDecimalPlaces);
Assert.AreEqual(1.0, generalInput.GeneralBlocksWaveConditionsInput.A, generalInput.GeneralBlocksWaveConditionsInput.A.GetAccuracy());
Assert.AreEqual(2, generalInput.GeneralBlocksWaveConditionsInput.B.NumberOfDecimalPlaces);
Assert.AreEqual(1.0, generalInput.GeneralBlocksWaveConditionsInput.B, generalInput.GeneralBlocksWaveConditionsInput.B.GetAccuracy());
Assert.AreEqual(2, generalInput.GeneralBlocksWaveConditionsInput.C.NumberOfDecimalPlaces);
Assert.AreEqual(1.0, generalInput.GeneralBlocksWaveConditionsInput.C, generalInput.GeneralBlocksWaveConditionsInput.C.GetAccuracy());
Assert.AreEqual(2, generalInput.GeneralColumnsWaveConditionsInput.A.NumberOfDecimalPlaces);
Assert.AreEqual(1.0, generalInput.GeneralColumnsWaveConditionsInput.A, generalInput.GeneralColumnsWaveConditionsInput.A.GetAccuracy());
Assert.AreEqual(2, generalInput.GeneralColumnsWaveConditionsInput.B.NumberOfDecimalPlaces);
Assert.AreEqual(0.4, generalInput.GeneralColumnsWaveConditionsInput.B, generalInput.GeneralColumnsWaveConditionsInput.B.GetAccuracy());
Assert.AreEqual(2, generalInput.GeneralColumnsWaveConditionsInput.C.NumberOfDecimalPlaces);
Assert.AreEqual(0.8, generalInput.GeneralColumnsWaveConditionsInput.C, generalInput.GeneralColumnsWaveConditionsInput.C.GetAccuracy());
Assert.AreEqual(2, generalInput.N.NumberOfDecimalPlaces);
Assert.AreEqual(4.0, generalInput.N, generalInput.N.GetAccuracy());
Assert.IsFalse(generalInput.ApplyLengthEffectInSection);
}
public void Constructor_ExpectedValues()
{
// Setup
var random = new Random(21);
var failureMechanism = new StabilityStoneCoverFailureMechanism
{
InAssembly = random.NextBoolean()
};
// Call
var properties = new StabilityStoneCoverFailureMechanismProperties(failureMechanism);
// Assert
Assert.IsInstanceOf <StabilityStoneCoverFailureMechanismPropertiesBase>(properties);
Assert.AreEqual(failureMechanism.Name, properties.Name);
Assert.AreEqual(failureMechanism.Code, properties.Code);
Assert.AreEqual(failureMechanism.InAssembly, properties.InAssembly);
GeneralStabilityStoneCoverWaveConditionsInput generalInput = failureMechanism.GeneralInput;
Assert.AreEqual(2, properties.N.NumberOfDecimalPlaces);
Assert.AreEqual(generalInput.N,
properties.N,
properties.N.GetAccuracy());
Assert.AreEqual(generalInput.ApplyLengthEffectInSection, properties.ApplyLengthEffectInSection);
}
public void N_SetValidValue_UpdatesValue(double value)
{
// Setup
var generalInput = new GeneralStabilityStoneCoverWaveConditionsInput();
// Call
generalInput.N = (RoundedDouble)value;
// Assert
Assert.AreEqual(value, generalInput.N, generalInput.N.GetAccuracy());
}
public void N_SetValueOutsideValidRange_ThrowArgumentOutOfRangeException(double value)
{
// Setup
var generalInput = new GeneralStabilityStoneCoverWaveConditionsInput();
// Call
TestDelegate call = () => generalInput.N = (RoundedDouble)value;
// Assert
var expectedMessage = "De waarde voor 'N' moet in het bereik [1,00, 20,00] liggen.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage <ArgumentOutOfRangeException>(call, expectedMessage);
}
public void Read_WithAllData_SetsGeneralInputProperties()
{
// Setup
var random = new Random();
var entity = new StabilityStoneCoverFailureMechanismMetaEntity
{
N = random.NextDouble(1, 20),
ApplyLengthEffectInSection = Convert.ToByte(random.NextBoolean())
};
var generalInput = new GeneralStabilityStoneCoverWaveConditionsInput();
// Call
entity.Read(generalInput);
// Assert
Assert.AreEqual(entity.N, generalInput.N, generalInput.N.GetAccuracy());
Assert.AreEqual(Convert.ToBoolean(entity.ApplyLengthEffectInSection), generalInput.ApplyLengthEffectInSection);
}
public void Constructor_ExpectedValues()
{
// Setup
var failureMechanism = new StabilityStoneCoverFailureMechanism();
// Call
var properties = new StabilityStoneCoverFailureMechanismProperties(failureMechanism);
// Assert
Assert.IsInstanceOf <StabilityStoneCoverFailureMechanismPropertiesBase>(properties);
TestHelper.AssertTypeConverter <StabilityStoneCoverFailureMechanismProperties, ExpandableObjectConverter>(
nameof(StabilityStoneCoverFailureMechanismProperties.Columns));
TestHelper.AssertTypeConverter <StabilityStoneCoverFailureMechanismProperties, ExpandableObjectConverter>(
nameof(StabilityStoneCoverFailureMechanismProperties.Blocks));
Assert.AreSame(failureMechanism, properties.Data);
Assert.AreEqual(failureMechanism.Name, properties.Name);
Assert.AreEqual(failureMechanism.Code, properties.Code);
GeneralStabilityStoneCoverWaveConditionsInput generalInput = failureMechanism.GeneralInput;
Assert.AreSame(generalInput.GeneralBlocksWaveConditionsInput, properties.Blocks.Data);
Assert.AreSame(generalInput.GeneralColumnsWaveConditionsInput, properties.Columns.Data);
}
/// <summary>
/// Performs a wave conditions calculation for the stability of stone revetment failure mechanism based on the supplied
/// <see cref="StabilityStoneCoverWaveConditionsCalculation"/> and sets
/// <see cref="StabilityStoneCoverWaveConditionsCalculation.Output"/> if the calculation was successful.
/// Error and status information is logged during the execution of the operation.
/// </summary>
/// <param name="calculation">The <see cref="StabilityStoneCoverWaveConditionsCalculation"/> that holds all the information required to perform the calculation.</param>
/// <param name="assessmentSection">The <see cref="IAssessmentSection"/> that holds information about the target probability used in the calculation.</param>
/// <param name="generalWaveConditionsInput">Calculation input parameters that apply to all <see cref="StabilityStoneCoverWaveConditionsCalculation"/> instances.</param>
/// <exception cref="ArgumentNullException">Thrown when <paramref name="calculation"/>, <paramref name="assessmentSection"/>
/// or <paramref name="generalWaveConditionsInput"/> is <c>null</c>.</exception>
/// <exception cref="ArgumentException">Thrown when the hydraulic boundary database file path contains invalid characters.</exception>
/// <exception cref="CriticalFileReadException">Thrown when:
/// <list type="bullet">
/// <item>No settings database file could be found at the location of the hydraulic boundary database file path
/// with the same name.</item>
/// <item>Unable to open settings database file.</item>
/// <item>Unable to read required data from database file.</item>
/// </list>
/// </exception>
/// <exception cref="ArgumentOutOfRangeException">Thrown when the target probability or
/// calculated probability falls outside the [0.0, 1.0] range and is not <see cref="double.NaN"/>.</exception>
/// <exception cref="HydraRingFileParserException">Thrown when an error occurs during parsing of the Hydra-Ring output.</exception>
/// <exception cref="HydraRingCalculationException">Thrown when an error occurs during the calculation.</exception>
public void Calculate(StabilityStoneCoverWaveConditionsCalculation calculation,
IAssessmentSection assessmentSection,
GeneralStabilityStoneCoverWaveConditionsInput generalWaveConditionsInput)
{
if (calculation == null)
{
throw new ArgumentNullException(nameof(calculation));
}
if (assessmentSection == null)
{
throw new ArgumentNullException(nameof(assessmentSection));
}
if (generalWaveConditionsInput == null)
{
throw new ArgumentNullException(nameof(generalWaveConditionsInput));
}
StabilityStoneCoverWaveConditionsInput calculationInput = calculation.InputParameters;
StabilityStoneCoverWaveConditionsCalculationType calculationType = calculationInput.CalculationType;
if (!Enum.IsDefined(typeof(StabilityStoneCoverWaveConditionsCalculationType), calculationType))
{
throw new InvalidEnumArgumentException(nameof(calculationType), (int)calculationType,
typeof(StabilityStoneCoverWaveConditionsCalculationType));
}
CalculationServiceHelper.LogCalculationBegin();
double targetProbability = WaveConditionsInputHelper.GetTargetProbability(calculationInput, assessmentSection);
RoundedDouble assessmentLevel = WaveConditionsInputHelper.GetAssessmentLevel(calculationInput, assessmentSection);
int waterLevelCount = calculationInput.GetWaterLevels(assessmentLevel).Count();
TotalWaterLevelCalculations = calculationType == StabilityStoneCoverWaveConditionsCalculationType.Both
? waterLevelCount * 2
: waterLevelCount;
try
{
IEnumerable <WaveConditionsOutput> blocksOutputs = null;
if (calculationType == StabilityStoneCoverWaveConditionsCalculationType.Both ||
calculationType == StabilityStoneCoverWaveConditionsCalculationType.Blocks)
{
CurrentCalculationType = Resources.StabilityStoneCoverWaveConditions_Blocks_DisplayName;
blocksOutputs = CalculateBlocks(calculation, assessmentSection, assessmentLevel,
generalWaveConditionsInput.GeneralBlocksWaveConditionsInput, targetProbability);
}
if (Canceled)
{
return;
}
IEnumerable <WaveConditionsOutput> columnsOutputs = null;
if (calculationType == StabilityStoneCoverWaveConditionsCalculationType.Both ||
calculationType == StabilityStoneCoverWaveConditionsCalculationType.Columns)
{
CurrentCalculationType = Resources.StabilityStoneCoverWaveConditions_Columns_DisplayName;
columnsOutputs = CalculateColumns(calculation, assessmentSection, assessmentLevel,
generalWaveConditionsInput.GeneralColumnsWaveConditionsInput, targetProbability);
}
if (!Canceled)
{
calculation.Output = CreateOutput(calculationType, blocksOutputs, columnsOutputs);
}
}
finally
{
CalculationServiceHelper.LogCalculationEnd();
}
}
/// <summary>
/// Read the <see cref="StabilityStoneCoverFailureMechanismMetaEntity"/> and use the information to
/// update the <see cref="GeneralStabilityStoneCoverWaveConditionsInput"/>.
/// </summary>
/// <param name="entity">The <see cref="StabilityStoneCoverFailureMechanismMetaEntity"/> to update
/// <see cref="GeneralStabilityStoneCoverWaveConditionsInput"/> for.</param>
/// <param name="generalInput">The <see cref="GeneralStabilityStoneCoverWaveConditionsInput"/> to update.</param>
/// <exception cref="ArgumentNullException">Thrown when any parameter is <c>null</c>.</exception>
internal static void Read(this StabilityStoneCoverFailureMechanismMetaEntity entity, GeneralStabilityStoneCoverWaveConditionsInput generalInput)
{
if (entity == null)
{
throw new ArgumentNullException(nameof(entity));
}
if (generalInput == null)
{
throw new ArgumentNullException(nameof(generalInput));
}
generalInput.N = (RoundedDouble)entity.N;
generalInput.ApplyLengthEffectInSection = Convert.ToBoolean(entity.ApplyLengthEffectInSection);
}
public void Run_Always_InputPropertiesCorrectlySentToService(BreakWaterType breakWaterType)
{
// Setup
IAssessmentSection assessmentSection = CreateAssessmentSectionWithHydraulicBoundaryOutput();
StabilityStoneCoverWaveConditionsCalculation calculation = CreateValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First());
calculation.InputParameters.BreakWater.Type = breakWaterType;
var stabilityStoneCoverFailureMechanism = new StabilityStoneCoverFailureMechanism();
CalculatableActivity activity = StabilityStoneCoverWaveConditionsCalculationActivityFactory.CreateCalculationActivity(calculation,
stabilityStoneCoverFailureMechanism,
assessmentSection);
var mockRepository = new MockRepository();
var calculatorFactory = mockRepository.StrictMock <IHydraRingCalculatorFactory>();
var calculator = new TestWaveConditionsCosineCalculator();
RoundedDouble[] waterLevels = GetWaterLevels(calculation, assessmentSection).ToArray();
int nrOfCalculators = waterLevels.Length * 2;
calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(null))
.IgnoreArguments()
.Return(calculator)
.Repeat
.Times(nrOfCalculators);
mockRepository.ReplayAll();
using (new HydraRingCalculatorFactoryConfig(calculatorFactory))
{
// Call
activity.Run();
// Assert
WaveConditionsCosineCalculationInput[] waveConditionsInputs = calculator.ReceivedInputs.ToArray();
Assert.AreEqual(nrOfCalculators, waveConditionsInputs.Length);
GeneralStabilityStoneCoverWaveConditionsInput generalInput = stabilityStoneCoverFailureMechanism.GeneralInput;
WaveConditionsInput input = calculation.InputParameters;
double targetProbability = assessmentSection.FailureMechanismContribution.MaximumAllowableFloodingProbability;
var waterLevelIndex = 0;
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.GeneralBlocksWaveConditionsInput.A,
generalInput.GeneralBlocksWaveConditionsInput.B,
generalInput.GeneralBlocksWaveConditionsInput.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.GeneralColumnsWaveConditionsInput.A,
generalInput.GeneralColumnsWaveConditionsInput.B,
generalInput.GeneralColumnsWaveConditionsInput.C);
HydraRingDataEqualityHelper.AreEqual(expectedInput, waveConditionsInputs[i]);
}
}
mockRepository.VerifyAll();
}
