// Copyright (C) Stichting Deltares 2016. All rights reserved.
//
// This file is part of Ringtoets.
//
// Ringtoets is free software: you can redistribute it and/or modify
// it under the terms of the GNU General Public License as published by
// the Free Software Foundation, either version 3 of the License, or
// (at your option) any later version.
//
// This program is distributed in the hope that it will be useful,
// but WITHOUT ANY WARRANTY; without even the implied warranty of
// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
// GNU General Public License for more details.
//
// You should have received a copy of the GNU General Public License
// along with this program. If not, see .
//
// All names, logos, and references to "Deltares" are registered trademarks of
// Stichting Deltares and remain full property of Stichting Deltares at all times.
// All rights reserved.
using System;
using System.Collections.Generic;
using System.ComponentModel;
using System.Globalization;
using System.Linq;
using Core.Common.Base;
using Core.Common.Base.Data;
using Core.Common.Base.Geometry;
using Core.Common.Gui.PropertyBag;
using Core.Common.TestUtil;
using Core.Common.Utils.Reflection;
using NUnit.Framework;
using Rhino.Mocks;
using Ringtoets.Common.Data.AssessmentSection;
using Ringtoets.Common.Data.FailureMechanism;
using Ringtoets.Common.Data.Structures;
using Ringtoets.Common.Data.TestUtil;
using Ringtoets.Common.Forms.Helpers;
using Ringtoets.Common.Forms.PropertyClasses;
using Ringtoets.StabilityPointStructures.Data;
using Ringtoets.StabilityPointStructures.Data.TestUtil;
using Ringtoets.StabilityPointStructures.Forms.PresentationObjects;
using Ringtoets.StabilityPointStructures.Forms.PropertyClasses;
namespace Ringtoets.StabilityPointStructures.Forms.Test.PropertyClasses
{
[TestFixture]
public class StabilityPointStructuresInputContextPropertiesTest
{
private MockRepository mockRepository;
[SetUp]
public void SetUp()
{
mockRepository = new MockRepository();
}
[Test]
public void Constructor_ExpectedValues()
{
// Call
var properties = new StabilityPointStructuresInputContextProperties();
// Assert
Assert.IsInstanceOf, StabilityPointStructuresFailureMechanism>>(properties);
Assert.IsNull(properties.Data);
}
[Test]
public void Data_SetNewInputContextInstance_ReturnCorrectPropertyValues()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
var properties = new StabilityPointStructuresInputContextProperties();
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
// Call
properties.Data = inputContext;
// Assert
StabilityPointStructuresInput input = calculation.InputParameters;
var expectedFailureProbabilityRepairClosure = ProbabilityFormattingHelper.Format(input.FailureProbabilityRepairClosure);
var expectedProbabilityCollisionSecondaryStructure = ProbabilityFormattingHelper.Format(input.ProbabilityCollisionSecondaryStructure);
Assert.AreSame(input.ModelFactorSuperCriticalFlow, properties.ModelFactorSuperCriticalFlow.Data);
Assert.AreEqual(input.StructureNormalOrientation, properties.StructureNormalOrientation);
Assert.AreEqual(input.VolumicWeightWater, properties.VolumicWeightWater);
Assert.AreSame(input.InsideWaterLevelFailureConstruction, properties.InsideWaterLevelFailureConstruction.Data);
Assert.AreSame(input.InsideWaterLevel, properties.InsideWaterLevel.Data);
Assert.AreSame(input.DrainCoefficient, properties.DrainCoefficient.Data);
Assert.AreEqual(input.FactorStormDurationOpenStructure, properties.FactorStormDurationOpenStructure);
Assert.AreSame(input.FlowVelocityStructureClosable, properties.FlowVelocityStructureClosable.Data);
Assert.AreEqual(input.InflowModelType, properties.InflowModelType);
Assert.AreEqual(input.LoadSchematizationType, properties.LoadSchematizationType);
Assert.AreSame(input.LevelCrestStructure, properties.LevelCrestStructure.Data);
Assert.AreSame(input.ThresholdHeightOpenWeir, properties.ThresholdHeightOpenWeir.Data);
Assert.AreSame(input.AreaFlowApertures, properties.AreaFlowApertures.Data);
Assert.AreSame(input.ConstructiveStrengthLinearLoadModel, properties.ConstructiveStrengthLinearLoadModel.Data);
Assert.AreSame(input.ConstructiveStrengthQuadraticLoadModel, properties.ConstructiveStrengthQuadraticLoadModel.Data);
Assert.AreSame(input.StabilityLinearLoadModel, properties.StabilityLinearLoadModel.Data);
Assert.AreSame(input.StabilityQuadraticLoadModel, properties.StabilityQuadraticLoadModel.Data);
Assert.AreEqual(expectedFailureProbabilityRepairClosure, properties.FailureProbabilityRepairClosure);
Assert.AreSame(input.FailureCollisionEnergy, properties.FailureCollisionEnergy.Data);
Assert.AreSame(input.ShipMass, properties.ShipMass.Data);
Assert.AreSame(input.ShipVelocity, properties.ShipVelocity.Data);
Assert.AreEqual(input.LevellingCount, properties.LevellingCount);
Assert.AreEqual(expectedProbabilityCollisionSecondaryStructure, properties.ProbabilityCollisionSecondaryStructure);
Assert.AreSame(input.BankWidth, properties.BankWidth.Data);
Assert.AreEqual(input.EvaluationLevel, properties.EvaluationLevel);
Assert.AreEqual(input.VerticalDistance, properties.VerticalDistance);
mockRepository.VerifyAll();
}
[Test]
public void GetAvailableForeshoreProfiles_SetInputContextInstanceWithForeshoreProfiles_ReturnForeshoreProfiles()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism
{
ForeshoreProfiles =
{
new TestForeshoreProfile()
}
};
var calculation = new StructuresCalculation();
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call
var availableForeshoreProfiles = properties.GetAvailableForeshoreProfiles();
// Assert
Assert.AreSame(failureMechanism.ForeshoreProfiles, availableForeshoreProfiles);
mockRepository.VerifyAll();
}
[Test]
public void GetAvailableStructures_SetInputContextInstanceWithStructures_ReturnStructures()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism
{
StabilityPointStructures =
{
new TestStabilityPointStructure()
}
};
var calculation = new StructuresCalculation();
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call
var availableStructures = properties.GetAvailableStructures();
// Assert
Assert.AreSame(failureMechanism.StabilityPointStructures, availableStructures);
mockRepository.VerifyAll();
}
[Test]
public void SetProperties_IndividualProperties_UpdateDataAndNotifyObservers()
{
// Setup
const int numberOfChangedProperties = 9;
var observerMock = mockRepository.StrictMock();
var assessmentSectionStub = mockRepository.Stub();
observerMock.Expect(o => o.UpdateObserver()).Repeat.Times(numberOfChangedProperties);
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
StabilityPointStructuresInput input = calculation.InputParameters;
var inputContext = new StabilityPointStructuresInputContext(input,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
input.Attach(observerMock);
var random = new Random(100);
double newVolumicWeightWater = random.NextDouble();
double newFactorStormDurationOpenStructure = random.NextDouble();
var newInflowModelType = StabilityPointStructureInflowModelType.FloodedCulvert;
var newLoadSchematizationType = LoadSchematizationType.Quadratic;
var newLevellingCount = 2;
double newEvaluationLevel = random.NextDouble();
double newVerticalDistance = random.NextDouble();
// Call
properties.VolumicWeightWater = (RoundedDouble) newVolumicWeightWater;
properties.FactorStormDurationOpenStructure = (RoundedDouble) newFactorStormDurationOpenStructure;
properties.InflowModelType = newInflowModelType;
properties.LoadSchematizationType = newLoadSchematizationType;
properties.FailureProbabilityRepairClosure = "1e-2";
properties.LevellingCount = newLevellingCount;
properties.ProbabilityCollisionSecondaryStructure = "1e-3";
properties.EvaluationLevel = (RoundedDouble) newEvaluationLevel;
properties.VerticalDistance = (RoundedDouble) newVerticalDistance;
// Assert
var expectedFailureProbabilityRepairClosure = ProbabilityFormattingHelper.Format(0.01);
var expectedProbabilityCollisionSecondaryStructure = ProbabilityFormattingHelper.Format(0.001);
Assert.AreEqual(newVolumicWeightWater, properties.VolumicWeightWater, properties.VolumicWeightWater.GetAccuracy());
Assert.AreEqual(newFactorStormDurationOpenStructure, properties.FactorStormDurationOpenStructure, properties.FactorStormDurationOpenStructure.GetAccuracy());
Assert.AreEqual(newInflowModelType, properties.InflowModelType);
Assert.AreEqual(newLoadSchematizationType, properties.LoadSchematizationType);
Assert.AreEqual(expectedFailureProbabilityRepairClosure, properties.FailureProbabilityRepairClosure);
Assert.AreEqual(newLevellingCount, properties.LevellingCount);
Assert.AreEqual(expectedProbabilityCollisionSecondaryStructure, properties.ProbabilityCollisionSecondaryStructure);
Assert.AreEqual(newEvaluationLevel, properties.EvaluationLevel, properties.EvaluationLevel.GetAccuracy());
Assert.AreEqual(newVerticalDistance, properties.VerticalDistance, properties.VerticalDistance.GetAccuracy());
mockRepository.VerifyAll();
}
[Test]
[TestCase(double.MinValue)]
[TestCase(double.MaxValue)]
public void SetFailureProbabilityRepairClosure_InvalidValues_ThrowsArgumentException(double newValue)
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
StabilityPointStructuresInput input = calculation.InputParameters;
var inputContext = new StabilityPointStructuresInputContext(input,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
const int overflow = 1;
string newProbabilityString = string.Concat(newValue.ToString("r", CultureInfo.CurrentCulture), overflow);
// Call
TestDelegate call = () => properties.FailureProbabilityRepairClosure = newProbabilityString;
// Assert
var expectedMessage = "De waarde voor de faalkans is te groot of te klein.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, expectedMessage);
mockRepository.VerifyAll();
}
[Test]
[TestCase("no double value")]
[TestCase("")]
public void SetFailureProbabilityRepairClosure_ValuesUnableToParse_ThrowsArgumentException(string newValue)
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
StabilityPointStructuresInput input = calculation.InputParameters;
var inputContext = new StabilityPointStructuresInputContext(input,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call
TestDelegate call = () => properties.FailureProbabilityRepairClosure = newValue;
// Assert
var expectedMessage = "De waarde voor de faalkans kon niet geïnterpreteerd worden als een getal.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, expectedMessage);
mockRepository.VerifyAll();
}
[Test]
public void SetFailureProbabilityRepairClosure_NullValue_ThrowsArgumentNullException()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
StabilityPointStructuresInput input = calculation.InputParameters;
var inputContext = new StabilityPointStructuresInputContext(input,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call
TestDelegate call = () => properties.FailureProbabilityRepairClosure = null;
// Assert
var expectedMessage = "De waarde voor de faalkans moet ingevuld zijn.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, expectedMessage);
mockRepository.VerifyAll();
}
[Test]
[TestCase(double.MinValue)]
[TestCase(double.MaxValue)]
public void SetProbabilityCollisionSecondaryStructure_InvalidValues_ThrowsArgumentException(double newValue)
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
StabilityPointStructuresInput input = calculation.InputParameters;
var inputContext = new StabilityPointStructuresInputContext(input,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
const int overflow = 1;
string newProbabilityString = string.Concat(newValue.ToString("r", CultureInfo.CurrentCulture), overflow);
// Call
TestDelegate call = () => properties.ProbabilityCollisionSecondaryStructure = newProbabilityString;
// Assert
var expectedMessage = "De waarde voor de faalkans is te groot of te klein.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, expectedMessage);
mockRepository.VerifyAll();
}
[Test]
[TestCase("no double value")]
[TestCase("")]
public void SetProbabilityCollisionSecondaryStructure_ValuesUnableToParse_ThrowsArgumentException(string newValue)
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
StabilityPointStructuresInput input = calculation.InputParameters;
var inputContext = new StabilityPointStructuresInputContext(input,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call
TestDelegate call = () => properties.ProbabilityCollisionSecondaryStructure = newValue;
// Assert
var expectedMessage = "De waarde voor de faalkans kon niet geïnterpreteerd worden als een getal.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, expectedMessage);
mockRepository.VerifyAll();
}
[Test]
public void SetProbabilityCollisionSecondaryStructure_NullValue_ThrowsArgumentNullException()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
StabilityPointStructuresInput input = calculation.InputParameters;
var inputContext = new StabilityPointStructuresInputContext(input,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call
TestDelegate call = () => properties.ProbabilityCollisionSecondaryStructure = null;
// Assert
var expectedMessage = "De waarde voor de faalkans moet ingevuld zijn.";
TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, expectedMessage);
mockRepository.VerifyAll();
}
[Test]
public void Constructor_LinearLowSillStructure_PropertiesHaveExpectedAttributesValues()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation
{
InputParameters =
{
InflowModelType = StabilityPointStructureInflowModelType.LowSill,
LoadSchematizationType = LoadSchematizationType.Linear
}
};
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
// Call
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Assert
const string schematizationCategory = "Schematisatie";
const string hydraulicDataCategory = "Hydraulische gegevens";
const string modelSettingsCategory = "Modelinstellingen";
const string criticalValuesCategory = "Kritieke waarden";
var dynamicPropertyBag = new DynamicPropertyBag(properties);
PropertyDescriptorCollection dynamicProperties = dynamicPropertyBag.GetProperties(new Attribute[]
{
new BrowsableAttribute(true)
});
Assert.AreEqual(35, dynamicProperties.Count);
PropertyDescriptor volumicWeightWaterProperty = dynamicProperties[linearLowSillVolumicWeightWaterPropertyIndex];
Assert.IsFalse(volumicWeightWaterProperty.IsReadOnly);
Assert.AreEqual(hydraulicDataCategory, volumicWeightWaterProperty.Category);
Assert.AreEqual("Volumiek gewicht van water [kN/m³]", volumicWeightWaterProperty.DisplayName);
Assert.AreEqual("Volumiek gewicht van water.", volumicWeightWaterProperty.Description);
PropertyDescriptor insideWaterLevelProperty = dynamicProperties[linearLowSillInsideWaterLevelPropertyIndex];
Assert.IsInstanceOf(insideWaterLevelProperty.Converter);
Assert.AreEqual(hydraulicDataCategory, insideWaterLevelProperty.Category);
Assert.AreEqual("Binnenwaterstand [m+NAP]", insideWaterLevelProperty.DisplayName);
Assert.AreEqual("Binnenwaterstand.", insideWaterLevelProperty.Description);
PropertyDescriptor insideWaterLevelFailureConstructionProperty = dynamicProperties[linearLowSillInsideWaterLevelFailureConstructionPropertyIndex];
Assert.IsInstanceOf(insideWaterLevelFailureConstructionProperty.Converter);
Assert.AreEqual(hydraulicDataCategory, insideWaterLevelFailureConstructionProperty.Category);
Assert.AreEqual("Binnenwaterstand bij constructief falen [m+NAP]", insideWaterLevelFailureConstructionProperty.DisplayName);
Assert.AreEqual("Binnenwaterstand bij constructief falen.", insideWaterLevelFailureConstructionProperty.Description);
PropertyDescriptor flowVelocityStructureClosableProperty = dynamicProperties[linearLowSillFlowVelocityStructureClosablePropertyIndex];
Assert.IsInstanceOf(flowVelocityStructureClosableProperty.Converter);
Assert.AreEqual(criticalValuesCategory, flowVelocityStructureClosableProperty.Category);
Assert.AreEqual("Kritieke stroomsnelheid sluiting eerste keermiddel [m/s]", flowVelocityStructureClosableProperty.DisplayName);
Assert.AreEqual("Stroomsnelheid waarbij na aanvaring het eerste keermiddel nog net kan worden gesloten.", flowVelocityStructureClosableProperty.Description);
PropertyDescriptor factorStormDurationOpenStructureProperty = dynamicProperties[linearLowSillFactorStormDurationOpenStructurePropertyIndex];
Assert.IsFalse(factorStormDurationOpenStructureProperty.IsReadOnly);
Assert.AreEqual(modelSettingsCategory, factorStormDurationOpenStructureProperty.Category);
Assert.AreEqual("Factor voor stormduur hoogwater [-]", factorStormDurationOpenStructureProperty.DisplayName);
Assert.AreEqual("Factor voor stormduur hoogwater gegeven geopend kunstwerk.", factorStormDurationOpenStructureProperty.Description);
PropertyDescriptor inflowModelTypeProperty = dynamicProperties[linearLowSillInflowModelTypePropertyIndex];
Assert.IsInstanceOf(inflowModelTypeProperty.Converter);
Assert.AreEqual(schematizationCategory, inflowModelTypeProperty.Category);
Assert.AreEqual("Instroommodel", inflowModelTypeProperty.DisplayName);
Assert.AreEqual("Instroommodel van het kunstwerk.", inflowModelTypeProperty.Description);
PropertyDescriptor loadSchematizationTypeProperty = dynamicProperties[linearLowSillLoadSchematizationTypePropertyIndex];
Assert.IsInstanceOf(loadSchematizationTypeProperty.Converter);
Assert.AreEqual(schematizationCategory, loadSchematizationTypeProperty.Category);
Assert.AreEqual("Belastingschematisering", loadSchematizationTypeProperty.DisplayName);
Assert.AreEqual("Geeft aan of het lineaire belastingmodel of het kwadratische belastingmodel moet worden gebruikt.", loadSchematizationTypeProperty.Description);
PropertyDescriptor levelCrestStructureProperty = dynamicProperties[linearLowSillLevelCrestStructurePropertyIndex];
Assert.IsInstanceOf(levelCrestStructureProperty.Converter);
Assert.AreEqual(schematizationCategory, levelCrestStructureProperty.Category);
Assert.AreEqual("Kerende hoogte [m+NAP]", levelCrestStructureProperty.DisplayName);
Assert.AreEqual("Kerende hoogte van het kunstwerk.", levelCrestStructureProperty.Description);
PropertyDescriptor thresholdHeightOpenWeirProperty = dynamicProperties[linearLowSillThresholdHeightOpenWeirPropertyIndex];
Assert.IsInstanceOf(thresholdHeightOpenWeirProperty.Converter);
Assert.AreEqual(schematizationCategory, thresholdHeightOpenWeirProperty.Category);
Assert.AreEqual("Drempelhoogte [m+NAP]", thresholdHeightOpenWeirProperty.DisplayName);
Assert.AreEqual("Drempelhoogte niet gesloten kering of hoogte van de onderkant van de wand/drempel.", thresholdHeightOpenWeirProperty.Description);
PropertyDescriptor constructiveStrengthLinearLoadModelProperty = dynamicProperties[linearLowSillConstructiveStrengthLinearLoadModelPropertyIndex];
Assert.IsInstanceOf(constructiveStrengthLinearLoadModelProperty.Converter);
Assert.AreEqual(schematizationCategory, constructiveStrengthLinearLoadModelProperty.Category);
Assert.AreEqual("Lineaire belastingschematisering constructieve sterkte [kN/m²]", constructiveStrengthLinearLoadModelProperty.DisplayName);
Assert.AreEqual("Kritieke sterkte constructie volgens de lineaire belastingschematisatie.", constructiveStrengthLinearLoadModelProperty.Description);
PropertyDescriptor bankWidthProperty = dynamicProperties[linearLowSillBankWidthPropertyIndex];
Assert.IsInstanceOf(bankWidthProperty.Converter);
Assert.AreEqual(schematizationCategory, bankWidthProperty.Category);
Assert.AreEqual("Bermbreedte [m]", bankWidthProperty.DisplayName);
Assert.AreEqual("Bermbreedte.", bankWidthProperty.Description);
PropertyDescriptor evaluationLevelProperty = dynamicProperties[linearLowSillEvaluationLevelPropertyIndex];
Assert.IsFalse(evaluationLevelProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, evaluationLevelProperty.Category);
Assert.AreEqual("Analysehoogte [m+NAP]", evaluationLevelProperty.DisplayName);
Assert.AreEqual("Hoogte waarop de constructieve sterkte wordt beoordeeld.", evaluationLevelProperty.Description);
PropertyDescriptor verticalDistanceProperty = dynamicProperties[linearLowSillVerticalDistancePropertyIndex];
Assert.IsFalse(verticalDistanceProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, verticalDistanceProperty.Category);
Assert.AreEqual("Afstand onderkant wand en teen van de dijk/berm [m]", verticalDistanceProperty.DisplayName);
Assert.AreEqual("Verticale afstand tussen de onderkant van de wand en de teen van de dijk/berm.", verticalDistanceProperty.Description);
PropertyDescriptor failureProbabilityRepairClosureProperty = dynamicProperties[linearLowSillFailureProbabilityRepairClosurePropertyIndex];
Assert.IsFalse(failureProbabilityRepairClosureProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, failureProbabilityRepairClosureProperty.Category);
Assert.AreEqual("Faalkans herstel van gefaalde situatie [1/jaar]", failureProbabilityRepairClosureProperty.DisplayName);
Assert.AreEqual("Faalkans herstel van gefaalde situatie.", failureProbabilityRepairClosureProperty.Description);
PropertyDescriptor failureCollisionEnergyProperty = dynamicProperties[linearLowSillFailureCollisionEnergyPropertyIndex];
Assert.IsInstanceOf(failureCollisionEnergyProperty.Converter);
Assert.AreEqual(schematizationCategory, failureCollisionEnergyProperty.Category);
Assert.AreEqual("Bezwijkwaarde aanvaarenergie [kN m]", failureCollisionEnergyProperty.DisplayName);
Assert.AreEqual("Bezwijkwaarde aanvaarenergie.", failureCollisionEnergyProperty.Description);
PropertyDescriptor shipMassProperty = dynamicProperties[linearLowSillShipMassPropertyIndex];
Assert.IsInstanceOf(shipMassProperty.Converter);
Assert.AreEqual(schematizationCategory, shipMassProperty.Category);
Assert.AreEqual("Massa van het schip [ton]", shipMassProperty.DisplayName);
Assert.AreEqual("Massa van het schip.", shipMassProperty.Description);
PropertyDescriptor shipVelocityProperty = dynamicProperties[linearLowSillShipVelocityPropertyIndex];
Assert.IsInstanceOf(shipVelocityProperty.Converter);
Assert.AreEqual(schematizationCategory, shipVelocityProperty.Category);
Assert.AreEqual("Aanvaarsnelheid [m/s]", shipVelocityProperty.DisplayName);
Assert.AreEqual("Aanvaarsnelheid.", shipVelocityProperty.Description);
PropertyDescriptor levellingCountProperty = dynamicProperties[linearLowSillLevellingCountPropertyIndex];
Assert.IsFalse(levellingCountProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, levellingCountProperty.Category);
Assert.AreEqual("Aantal nivelleringen per jaar [1/jaar]", levellingCountProperty.DisplayName);
Assert.AreEqual("Aantal nivelleringen per jaar.", levellingCountProperty.Description);
PropertyDescriptor probabilityCollisionSecondaryStructureProperty = dynamicProperties[linearLowSillProbabilityCollisionSecondaryStructurePropertyIndex];
Assert.IsFalse(probabilityCollisionSecondaryStructureProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, probabilityCollisionSecondaryStructureProperty.Category);
Assert.AreEqual("Kans op aanvaring tweede keermiddel per nivellering [1/jaar/niv]", probabilityCollisionSecondaryStructureProperty.DisplayName);
Assert.AreEqual("Kans op aanvaring tweede keermiddel per nivellering.", probabilityCollisionSecondaryStructureProperty.Description);
PropertyDescriptor stabilityLinearLoadModel = dynamicProperties[linearLowSillStabilityLinearLoadModelPropertyIndex];
Assert.IsInstanceOf(stabilityLinearLoadModel.Converter);
Assert.AreEqual(schematizationCategory, stabilityLinearLoadModel.Category);
Assert.AreEqual("Lineaire belastingschematisering stabiliteit [kN/m²]", stabilityLinearLoadModel.DisplayName);
Assert.AreEqual("Kritieke stabiliteit constructie volgens de lineaire belastingschematisatie.", stabilityLinearLoadModel.Description);
// Only check the order of the base properties
Assert.AreEqual("Kunstwerk", dynamicProperties[linearLowSillStructurePropertyIndex].DisplayName);
Assert.AreEqual("Locatie (RD) [m]", dynamicProperties[linearLowSillStructureLocationPropertyIndex].DisplayName);
Assert.AreEqual("Oriëntatie [°]", dynamicProperties[linearLowSillStructureNormalOrientationPropertyIndex].DisplayName);
Assert.AreEqual("Stroomvoerende breedte bodembescherming [m]", dynamicProperties[linearLowSillFlowWidthAtBottomProtectionPropertyIndex].DisplayName);
Assert.AreEqual("Breedte van doorstroomopening [m]", dynamicProperties[linearLowSillWidthFlowAperturesPropertyIndex].DisplayName);
Assert.AreEqual("Kombergend oppervlak [m²]", dynamicProperties[linearLowSillStorageStructureAreaPropertyIndex].DisplayName);
Assert.AreEqual("Toegestane peilverhoging komberging [m]", dynamicProperties[linearLowSillAllowedLevelIncreaseStoragePropertyIndex].DisplayName);
Assert.AreEqual("Kritiek instromend debiet [m³/s/m]", dynamicProperties[linearLowSillCriticalOvertoppingDischargePropertyIndex].DisplayName);
Assert.AreEqual("Faalkans gegeven erosie bodem [1/jaar]", dynamicProperties[linearLowSillFailureProbabilityStructureWithErosionPropertyIndex].DisplayName);
Assert.AreEqual("Modelfactor overloopdebiet volkomen overlaat [-]", dynamicProperties[linearLowSillModelFactorSuperCriticalFlowPropertyIndex].DisplayName);
Assert.AreEqual("Voorlandprofiel", dynamicProperties[linearLowSillForeshoreProfilePropertyIndex].DisplayName);
Assert.AreEqual("Dam", dynamicProperties[linearLowSillUseBreakWaterPropertyIndex].DisplayName);
Assert.AreEqual("Voorlandgeometrie", dynamicProperties[linearLowSillUseForeshorePropertyIndex].DisplayName);
Assert.AreEqual("Locatie met hydraulische randvoorwaarden", dynamicProperties[linearLowSillHydraulicBoundaryLocationPropertyIndex].DisplayName);
Assert.AreEqual("Stormduur [uur]", dynamicProperties[linearLowSillStormDurationPropertyIndex].DisplayName);
mockRepository.VerifyAll();
}
[Test]
public void Constructor_QuadraticLowSillStructure_PropertiesHaveExpectedAttributesValues()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation
{
InputParameters =
{
InflowModelType = StabilityPointStructureInflowModelType.LowSill,
LoadSchematizationType = LoadSchematizationType.Quadratic
}
};
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
// Call
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Assert
const string schematizationCategory = "Schematisatie";
const string hydraulicDataCategory = "Hydraulische gegevens";
const string modelSettingsCategory = "Modelinstellingen";
const string criticalValuesCategory = "Kritieke waarden";
var dynamicPropertyBag = new DynamicPropertyBag(properties);
PropertyDescriptorCollection dynamicProperties = dynamicPropertyBag.GetProperties(new Attribute[]
{
new BrowsableAttribute(true)
});
Assert.AreEqual(35, dynamicProperties.Count);
PropertyDescriptor volumicWeightWaterProperty = dynamicProperties[quadraticLowSillVolumicWeightWaterPropertyIndex];
Assert.IsFalse(volumicWeightWaterProperty.IsReadOnly);
Assert.AreEqual(hydraulicDataCategory, volumicWeightWaterProperty.Category);
Assert.AreEqual("Volumiek gewicht van water [kN/m³]", volumicWeightWaterProperty.DisplayName);
Assert.AreEqual("Volumiek gewicht van water.", volumicWeightWaterProperty.Description);
PropertyDescriptor insideWaterLevelProperty = dynamicProperties[quadraticLowSillInsideWaterLevelPropertyIndex];
Assert.IsInstanceOf(insideWaterLevelProperty.Converter);
Assert.AreEqual(hydraulicDataCategory, insideWaterLevelProperty.Category);
Assert.AreEqual("Binnenwaterstand [m+NAP]", insideWaterLevelProperty.DisplayName);
Assert.AreEqual("Binnenwaterstand.", insideWaterLevelProperty.Description);
PropertyDescriptor insideWaterLevelFailureConstructionProperty = dynamicProperties[quadraticLowSillInsideWaterLevelFailureConstructionPropertyIndex];
Assert.IsInstanceOf(insideWaterLevelFailureConstructionProperty.Converter);
Assert.AreEqual(hydraulicDataCategory, insideWaterLevelFailureConstructionProperty.Category);
Assert.AreEqual("Binnenwaterstand bij constructief falen [m+NAP]", insideWaterLevelFailureConstructionProperty.DisplayName);
Assert.AreEqual("Binnenwaterstand bij constructief falen.", insideWaterLevelFailureConstructionProperty.Description);
PropertyDescriptor flowVelocityStructureClosableProperty = dynamicProperties[quadraticLowSillFlowVelocityStructureClosablePropertyIndex];
Assert.IsInstanceOf(flowVelocityStructureClosableProperty.Converter);
Assert.AreEqual(criticalValuesCategory, flowVelocityStructureClosableProperty.Category);
Assert.AreEqual("Kritieke stroomsnelheid sluiting eerste keermiddel [m/s]", flowVelocityStructureClosableProperty.DisplayName);
Assert.AreEqual("Stroomsnelheid waarbij na aanvaring het eerste keermiddel nog net kan worden gesloten.", flowVelocityStructureClosableProperty.Description);
PropertyDescriptor factorStormDurationOpenStructureProperty = dynamicProperties[quadraticLowSillFactorStormDurationOpenStructurePropertyIndex];
Assert.IsFalse(factorStormDurationOpenStructureProperty.IsReadOnly);
Assert.AreEqual(modelSettingsCategory, factorStormDurationOpenStructureProperty.Category);
Assert.AreEqual("Factor voor stormduur hoogwater [-]", factorStormDurationOpenStructureProperty.DisplayName);
Assert.AreEqual("Factor voor stormduur hoogwater gegeven geopend kunstwerk.", factorStormDurationOpenStructureProperty.Description);
PropertyDescriptor inflowModelTypeProperty = dynamicProperties[quadraticLowSillInflowModelTypePropertyIndex];
Assert.IsInstanceOf(inflowModelTypeProperty.Converter);
Assert.AreEqual(schematizationCategory, inflowModelTypeProperty.Category);
Assert.AreEqual("Instroommodel", inflowModelTypeProperty.DisplayName);
Assert.AreEqual("Instroommodel van het kunstwerk.", inflowModelTypeProperty.Description);
PropertyDescriptor loadSchematizationTypeProperty = dynamicProperties[quadraticLowSillLoadSchematizationTypePropertyIndex];
Assert.IsInstanceOf(loadSchematizationTypeProperty.Converter);
Assert.AreEqual(schematizationCategory, loadSchematizationTypeProperty.Category);
Assert.AreEqual("Belastingschematisering", loadSchematizationTypeProperty.DisplayName);
Assert.AreEqual("Geeft aan of het lineaire belastingmodel of het kwadratische belastingmodel moet worden gebruikt.", loadSchematizationTypeProperty.Description);
PropertyDescriptor levelCrestStructureProperty = dynamicProperties[quadraticLowSillLevelCrestStructurePropertyIndex];
Assert.IsInstanceOf(levelCrestStructureProperty.Converter);
Assert.AreEqual(schematizationCategory, levelCrestStructureProperty.Category);
Assert.AreEqual("Kerende hoogte [m+NAP]", levelCrestStructureProperty.DisplayName);
Assert.AreEqual("Kerende hoogte van het kunstwerk.", levelCrestStructureProperty.Description);
PropertyDescriptor thresholdHeightOpenWeirProperty = dynamicProperties[quadraticLowSillThresholdHeightOpenWeirPropertyIndex];
Assert.IsInstanceOf(thresholdHeightOpenWeirProperty.Converter);
Assert.AreEqual(schematizationCategory, thresholdHeightOpenWeirProperty.Category);
Assert.AreEqual("Drempelhoogte [m+NAP]", thresholdHeightOpenWeirProperty.DisplayName);
Assert.AreEqual("Drempelhoogte niet gesloten kering of hoogte van de onderkant van de wand/drempel.", thresholdHeightOpenWeirProperty.Description);
PropertyDescriptor constructiveStrengthQuadraticLoadModelProperty = dynamicProperties[quadraticLowSillConstructiveStrengthQuadraticLoadModelPropertyIndex];
Assert.IsInstanceOf(constructiveStrengthQuadraticLoadModelProperty.Converter);
Assert.AreEqual(schematizationCategory, constructiveStrengthQuadraticLoadModelProperty.Category);
Assert.AreEqual("Kwadratische belastingschematisering constructieve sterkte [kN/m]", constructiveStrengthQuadraticLoadModelProperty.DisplayName);
Assert.AreEqual("Kritieke sterkte constructie volgens de kwadratische belastingschematisatie.", constructiveStrengthQuadraticLoadModelProperty.Description);
PropertyDescriptor bankWidthProperty = dynamicProperties[quadraticLowSillBankWidthPropertyIndex];
Assert.IsInstanceOf(bankWidthProperty.Converter);
Assert.AreEqual(schematizationCategory, bankWidthProperty.Category);
Assert.AreEqual("Bermbreedte [m]", bankWidthProperty.DisplayName);
Assert.AreEqual("Bermbreedte.", bankWidthProperty.Description);
PropertyDescriptor evaluationLevelProperty = dynamicProperties[quadraticLowSillEvaluationLevelPropertyIndex];
Assert.IsFalse(evaluationLevelProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, evaluationLevelProperty.Category);
Assert.AreEqual("Analysehoogte [m+NAP]", evaluationLevelProperty.DisplayName);
Assert.AreEqual("Hoogte waarop de constructieve sterkte wordt beoordeeld.", evaluationLevelProperty.Description);
PropertyDescriptor verticalDistanceProperty = dynamicProperties[quadraticLowSillVerticalDistancePropertyIndex];
Assert.IsFalse(verticalDistanceProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, verticalDistanceProperty.Category);
Assert.AreEqual("Afstand onderkant wand en teen van de dijk/berm [m]", verticalDistanceProperty.DisplayName);
Assert.AreEqual("Verticale afstand tussen de onderkant van de wand en de teen van de dijk/berm.", verticalDistanceProperty.Description);
PropertyDescriptor failureProbabilityRepairClosureProperty = dynamicProperties[quadraticLowSillFailureProbabilityRepairClosurePropertyIndex];
Assert.IsFalse(failureProbabilityRepairClosureProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, failureProbabilityRepairClosureProperty.Category);
Assert.AreEqual("Faalkans herstel van gefaalde situatie [1/jaar]", failureProbabilityRepairClosureProperty.DisplayName);
Assert.AreEqual("Faalkans herstel van gefaalde situatie.", failureProbabilityRepairClosureProperty.Description);
PropertyDescriptor failureCollisionEnergyProperty = dynamicProperties[quadraticLowSillFailureCollisionEnergyPropertyIndex];
Assert.IsInstanceOf(failureCollisionEnergyProperty.Converter);
Assert.AreEqual(schematizationCategory, failureCollisionEnergyProperty.Category);
Assert.AreEqual("Bezwijkwaarde aanvaarenergie [kN m]", failureCollisionEnergyProperty.DisplayName);
Assert.AreEqual("Bezwijkwaarde aanvaarenergie.", failureCollisionEnergyProperty.Description);
PropertyDescriptor shipMassProperty = dynamicProperties[quadraticLowSillShipMassPropertyIndex];
Assert.IsInstanceOf(shipMassProperty.Converter);
Assert.AreEqual(schematizationCategory, shipMassProperty.Category);
Assert.AreEqual("Massa van het schip [ton]", shipMassProperty.DisplayName);
Assert.AreEqual("Massa van het schip.", shipMassProperty.Description);
PropertyDescriptor shipVelocityProperty = dynamicProperties[quadraticLowSillShipVelocityPropertyIndex];
Assert.IsInstanceOf(shipVelocityProperty.Converter);
Assert.AreEqual(schematizationCategory, shipVelocityProperty.Category);
Assert.AreEqual("Aanvaarsnelheid [m/s]", shipVelocityProperty.DisplayName);
Assert.AreEqual("Aanvaarsnelheid.", shipVelocityProperty.Description);
PropertyDescriptor levellingCountProperty = dynamicProperties[quadraticLowSillLevellingCountPropertyIndex];
Assert.IsFalse(levellingCountProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, levellingCountProperty.Category);
Assert.AreEqual("Aantal nivelleringen per jaar [1/jaar]", levellingCountProperty.DisplayName);
Assert.AreEqual("Aantal nivelleringen per jaar.", levellingCountProperty.Description);
PropertyDescriptor probabilityCollisionSecondaryStructureProperty = dynamicProperties[quadraticLowSillProbabilityCollisionSecondaryStructurePropertyIndex];
Assert.IsFalse(probabilityCollisionSecondaryStructureProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, probabilityCollisionSecondaryStructureProperty.Category);
Assert.AreEqual("Kans op aanvaring tweede keermiddel per nivellering [1/jaar/niv]", probabilityCollisionSecondaryStructureProperty.DisplayName);
Assert.AreEqual("Kans op aanvaring tweede keermiddel per nivellering.", probabilityCollisionSecondaryStructureProperty.Description);
PropertyDescriptor stabilityQuadraticLoadModelProperty = dynamicProperties[quadraticLowSillStabilityQuadraticLoadModelPropertyIndex];
Assert.IsInstanceOf(stabilityQuadraticLoadModelProperty.Converter);
Assert.AreEqual(schematizationCategory, stabilityQuadraticLoadModelProperty.Category);
Assert.AreEqual("Kwadratische belastingschematisering stabiliteit [kN/m]", stabilityQuadraticLoadModelProperty.DisplayName);
Assert.AreEqual("Kritieke stabiliteit constructie volgens de kwadratische belastingschematisatie.", stabilityQuadraticLoadModelProperty.Description);
// Only check the order of the base properties
Assert.AreEqual("Kunstwerk", dynamicProperties[quadraticLowSillStructurePropertyIndex].DisplayName);
Assert.AreEqual("Locatie (RD) [m]", dynamicProperties[quadraticLowSillStructureLocationPropertyIndex].DisplayName);
Assert.AreEqual("Oriëntatie [°]", dynamicProperties[quadraticLowSillStructureNormalOrientationPropertyIndex].DisplayName);
Assert.AreEqual("Stroomvoerende breedte bodembescherming [m]", dynamicProperties[quadraticLowSillFlowWidthAtBottomProtectionPropertyIndex].DisplayName);
Assert.AreEqual("Breedte van doorstroomopening [m]", dynamicProperties[quadraticLowSillWidthFlowAperturesPropertyIndex].DisplayName);
Assert.AreEqual("Kombergend oppervlak [m²]", dynamicProperties[quadraticLowSillStorageStructureAreaPropertyIndex].DisplayName);
Assert.AreEqual("Toegestane peilverhoging komberging [m]", dynamicProperties[quadraticLowSillAllowedLevelIncreaseStoragePropertyIndex].DisplayName);
Assert.AreEqual("Kritiek instromend debiet [m³/s/m]", dynamicProperties[quadraticLowSillCriticalOvertoppingDischargePropertyIndex].DisplayName);
Assert.AreEqual("Faalkans gegeven erosie bodem [1/jaar]", dynamicProperties[quadraticLowSillFailureProbabilityStructureWithErosionPropertyIndex].DisplayName);
Assert.AreEqual("Modelfactor overloopdebiet volkomen overlaat [-]", dynamicProperties[quadraticLowSillModelFactorSuperCriticalFlowPropertyIndex].DisplayName);
Assert.AreEqual("Voorlandprofiel", dynamicProperties[quadraticLowSillForeshoreProfilePropertyIndex].DisplayName);
Assert.AreEqual("Dam", dynamicProperties[quadraticLowSillUseBreakWaterPropertyIndex].DisplayName);
Assert.AreEqual("Voorlandgeometrie", dynamicProperties[quadraticLowSillUseForeshorePropertyIndex].DisplayName);
Assert.AreEqual("Locatie met hydraulische randvoorwaarden", dynamicProperties[quadraticLowSillHydraulicBoundaryLocationPropertyIndex].DisplayName);
Assert.AreEqual("Stormduur [uur]", dynamicProperties[quadraticLowSillStormDurationPropertyIndex].DisplayName);
mockRepository.VerifyAll();
}
[Test]
public void Constructor_LinearFloodedCulvertStructure_PropertiesHaveExpectedAttributesValues()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation
{
InputParameters =
{
InflowModelType = StabilityPointStructureInflowModelType.FloodedCulvert,
LoadSchematizationType = LoadSchematizationType.Linear
}
};
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
// Call
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Assert
const string schematizationCategory = "Schematisatie";
const string hydraulicDataCategory = "Hydraulische gegevens";
const string modelSettingsCategory = "Modelinstellingen";
const string criticalValuesCategory = "Kritieke waarden";
var dynamicPropertyBag = new DynamicPropertyBag(properties);
PropertyDescriptorCollection dynamicProperties = dynamicPropertyBag.GetProperties(new Attribute[]
{
new BrowsableAttribute(true)
});
Assert.AreEqual(35, dynamicProperties.Count);
PropertyDescriptor volumicWeightWaterProperty = dynamicProperties[linearFloodedCulvertVolumicWeightWaterPropertyIndex];
Assert.IsFalse(volumicWeightWaterProperty.IsReadOnly);
Assert.AreEqual(hydraulicDataCategory, volumicWeightWaterProperty.Category);
Assert.AreEqual("Volumiek gewicht van water [kN/m³]", volumicWeightWaterProperty.DisplayName);
Assert.AreEqual("Volumiek gewicht van water.", volumicWeightWaterProperty.Description);
PropertyDescriptor insideWaterLevelProperty = dynamicProperties[linearFloodedCulvertInsideWaterLevelPropertyIndex];
Assert.IsInstanceOf(insideWaterLevelProperty.Converter);
Assert.AreEqual(hydraulicDataCategory, insideWaterLevelProperty.Category);
Assert.AreEqual("Binnenwaterstand [m+NAP]", insideWaterLevelProperty.DisplayName);
Assert.AreEqual("Binnenwaterstand.", insideWaterLevelProperty.Description);
PropertyDescriptor insideWaterLevelFailureConstructionProperty = dynamicProperties[linearFloodedCulvertInsideWaterLevelFailureConstructionPropertyIndex];
Assert.IsInstanceOf(insideWaterLevelFailureConstructionProperty.Converter);
Assert.AreEqual(hydraulicDataCategory, insideWaterLevelFailureConstructionProperty.Category);
Assert.AreEqual("Binnenwaterstand bij constructief falen [m+NAP]", insideWaterLevelFailureConstructionProperty.DisplayName);
Assert.AreEqual("Binnenwaterstand bij constructief falen.", insideWaterLevelFailureConstructionProperty.Description);
PropertyDescriptor flowVelocityStructureClosableProperty = dynamicProperties[linearFloodedCulvertFlowVelocityStructureClosablePropertyIndex];
Assert.IsInstanceOf(flowVelocityStructureClosableProperty.Converter);
Assert.AreEqual(criticalValuesCategory, flowVelocityStructureClosableProperty.Category);
Assert.AreEqual("Kritieke stroomsnelheid sluiting eerste keermiddel [m/s]", flowVelocityStructureClosableProperty.DisplayName);
Assert.AreEqual("Stroomsnelheid waarbij na aanvaring het eerste keermiddel nog net kan worden gesloten.", flowVelocityStructureClosableProperty.Description);
PropertyDescriptor drainCoefficientProperty = dynamicProperties[linearFloodedCulvertDrainCoefficientPropertyIndex];
Assert.IsInstanceOf(drainCoefficientProperty.Converter);
Assert.AreEqual(modelSettingsCategory, drainCoefficientProperty.Category);
Assert.AreEqual("Afvoercoëfficiënt [-]", drainCoefficientProperty.DisplayName);
Assert.AreEqual("Afvoercoëfficiënt.", drainCoefficientProperty.Description);
PropertyDescriptor factorStormDurationOpenStructureProperty = dynamicProperties[linearFloodedCulvertFactorStormDurationOpenStructurePropertyIndex];
Assert.IsFalse(factorStormDurationOpenStructureProperty.IsReadOnly);
Assert.AreEqual(modelSettingsCategory, factorStormDurationOpenStructureProperty.Category);
Assert.AreEqual("Factor voor stormduur hoogwater [-]", factorStormDurationOpenStructureProperty.DisplayName);
Assert.AreEqual("Factor voor stormduur hoogwater gegeven geopend kunstwerk.", factorStormDurationOpenStructureProperty.Description);
PropertyDescriptor inflowModelTypeProperty = dynamicProperties[linearFloodedCulvertInflowModelTypePropertyIndex];
Assert.IsInstanceOf(inflowModelTypeProperty.Converter);
Assert.AreEqual(schematizationCategory, inflowModelTypeProperty.Category);
Assert.AreEqual("Instroommodel", inflowModelTypeProperty.DisplayName);
Assert.AreEqual("Instroommodel van het kunstwerk.", inflowModelTypeProperty.Description);
PropertyDescriptor loadSchematizationTypeProperty = dynamicProperties[linearFloodedCulvertLoadSchematizationTypePropertyIndex];
Assert.IsInstanceOf(loadSchematizationTypeProperty.Converter);
Assert.AreEqual(schematizationCategory, loadSchematizationTypeProperty.Category);
Assert.AreEqual("Belastingschematisering", loadSchematizationTypeProperty.DisplayName);
Assert.AreEqual("Geeft aan of het lineaire belastingmodel of het kwadratische belastingmodel moet worden gebruikt.", loadSchematizationTypeProperty.Description);
PropertyDescriptor areaFlowAperturesProperty = dynamicProperties[linearFloodedCulvertAreaFlowAperturesPropertyIndex];
Assert.IsInstanceOf(areaFlowAperturesProperty.Converter);
Assert.AreEqual(schematizationCategory, areaFlowAperturesProperty.Category);
Assert.AreEqual("Doorstroomoppervlak [m²]", areaFlowAperturesProperty.DisplayName);
Assert.AreEqual("Doorstroomoppervlak van doorstroomopeningen.", areaFlowAperturesProperty.Description);
PropertyDescriptor levelCrestStructureProperty = dynamicProperties[linearFloodedCulvertLevelCrestStructurePropertyIndex];
Assert.IsInstanceOf(levelCrestStructureProperty.Converter);
Assert.AreEqual(schematizationCategory, levelCrestStructureProperty.Category);
Assert.AreEqual("Kerende hoogte [m+NAP]", levelCrestStructureProperty.DisplayName);
Assert.AreEqual("Kerende hoogte van het kunstwerk.", levelCrestStructureProperty.Description);
PropertyDescriptor thresholdHeightOpenWeirProperty = dynamicProperties[linearFloodedCulvertThresholdHeightOpenWeirPropertyIndex];
Assert.IsInstanceOf(thresholdHeightOpenWeirProperty.Converter);
Assert.AreEqual(schematizationCategory, thresholdHeightOpenWeirProperty.Category);
Assert.AreEqual("Drempelhoogte [m+NAP]", thresholdHeightOpenWeirProperty.DisplayName);
Assert.AreEqual("Drempelhoogte niet gesloten kering of hoogte van de onderkant van de wand/drempel.", thresholdHeightOpenWeirProperty.Description);
PropertyDescriptor constructiveStrengthLinearLoadModelProperty = dynamicProperties[linearFloodedCulvertConstructiveStrengthLinearLoadModelPropertyIndex];
Assert.IsInstanceOf(constructiveStrengthLinearLoadModelProperty.Converter);
Assert.AreEqual(schematizationCategory, constructiveStrengthLinearLoadModelProperty.Category);
Assert.AreEqual("Lineaire belastingschematisering constructieve sterkte [kN/m²]", constructiveStrengthLinearLoadModelProperty.DisplayName);
Assert.AreEqual("Kritieke sterkte constructie volgens de lineaire belastingschematisatie.", constructiveStrengthLinearLoadModelProperty.Description);
PropertyDescriptor bankWidthProperty = dynamicProperties[linearFloodedCulvertBankWidthPropertyIndex];
Assert.IsInstanceOf(bankWidthProperty.Converter);
Assert.AreEqual(schematizationCategory, bankWidthProperty.Category);
Assert.AreEqual("Bermbreedte [m]", bankWidthProperty.DisplayName);
Assert.AreEqual("Bermbreedte.", bankWidthProperty.Description);
PropertyDescriptor evaluationLevelProperty = dynamicProperties[linearFloodedCulvertEvaluationLevelPropertyIndex];
Assert.IsFalse(evaluationLevelProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, evaluationLevelProperty.Category);
Assert.AreEqual("Analysehoogte [m+NAP]", evaluationLevelProperty.DisplayName);
Assert.AreEqual("Hoogte waarop de constructieve sterkte wordt beoordeeld.", evaluationLevelProperty.Description);
PropertyDescriptor verticalDistanceProperty = dynamicProperties[linearFloodedCulvertVerticalDistancePropertyIndex];
Assert.IsFalse(verticalDistanceProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, verticalDistanceProperty.Category);
Assert.AreEqual("Afstand onderkant wand en teen van de dijk/berm [m]", verticalDistanceProperty.DisplayName);
Assert.AreEqual("Verticale afstand tussen de onderkant van de wand en de teen van de dijk/berm.", verticalDistanceProperty.Description);
PropertyDescriptor failureProbabilityRepairClosureProperty = dynamicProperties[linearFloodedCulvertFailureProbabilityRepairClosurePropertyIndex];
Assert.IsFalse(failureProbabilityRepairClosureProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, failureProbabilityRepairClosureProperty.Category);
Assert.AreEqual("Faalkans herstel van gefaalde situatie [1/jaar]", failureProbabilityRepairClosureProperty.DisplayName);
Assert.AreEqual("Faalkans herstel van gefaalde situatie.", failureProbabilityRepairClosureProperty.Description);
PropertyDescriptor failureCollisionEnergyProperty = dynamicProperties[linearFloodedCulvertFailureCollisionEnergyPropertyIndex];
Assert.IsInstanceOf(failureCollisionEnergyProperty.Converter);
Assert.AreEqual(schematizationCategory, failureCollisionEnergyProperty.Category);
Assert.AreEqual("Bezwijkwaarde aanvaarenergie [kN m]", failureCollisionEnergyProperty.DisplayName);
Assert.AreEqual("Bezwijkwaarde aanvaarenergie.", failureCollisionEnergyProperty.Description);
PropertyDescriptor shipMassProperty = dynamicProperties[linearFloodedCulvertShipMassPropertyIndex];
Assert.IsInstanceOf(shipMassProperty.Converter);
Assert.AreEqual(schematizationCategory, shipMassProperty.Category);
Assert.AreEqual("Massa van het schip [ton]", shipMassProperty.DisplayName);
Assert.AreEqual("Massa van het schip.", shipMassProperty.Description);
PropertyDescriptor shipVelocityProperty = dynamicProperties[linearFloodedCulvertShipVelocityPropertyIndex];
Assert.IsInstanceOf(shipVelocityProperty.Converter);
Assert.AreEqual(schematizationCategory, shipVelocityProperty.Category);
Assert.AreEqual("Aanvaarsnelheid [m/s]", shipVelocityProperty.DisplayName);
Assert.AreEqual("Aanvaarsnelheid.", shipVelocityProperty.Description);
PropertyDescriptor levellingCountProperty = dynamicProperties[linearFloodedCulvertLevellingCountPropertyIndex];
Assert.IsFalse(levellingCountProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, levellingCountProperty.Category);
Assert.AreEqual("Aantal nivelleringen per jaar [1/jaar]", levellingCountProperty.DisplayName);
Assert.AreEqual("Aantal nivelleringen per jaar.", levellingCountProperty.Description);
PropertyDescriptor probabilityCollisionSecondaryStructureProperty = dynamicProperties[linearFloodedCulvertProbabilityCollisionSecondaryStructurePropertyIndex];
Assert.IsFalse(probabilityCollisionSecondaryStructureProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, probabilityCollisionSecondaryStructureProperty.Category);
Assert.AreEqual("Kans op aanvaring tweede keermiddel per nivellering [1/jaar/niv]", probabilityCollisionSecondaryStructureProperty.DisplayName);
Assert.AreEqual("Kans op aanvaring tweede keermiddel per nivellering.", probabilityCollisionSecondaryStructureProperty.Description);
PropertyDescriptor stabilityLinearLoadModel = dynamicProperties[linearFloodedCulvertStabilityLinearLoadModelPropertyIndex];
Assert.IsInstanceOf(stabilityLinearLoadModel.Converter);
Assert.AreEqual(schematizationCategory, stabilityLinearLoadModel.Category);
Assert.AreEqual("Lineaire belastingschematisering stabiliteit [kN/m²]", stabilityLinearLoadModel.DisplayName);
Assert.AreEqual("Kritieke stabiliteit constructie volgens de lineaire belastingschematisatie.", stabilityLinearLoadModel.Description);
// Only check the order of the base properties
Assert.AreEqual("Kunstwerk", dynamicProperties[linearFloodedCulvertStructurePropertyIndex].DisplayName);
Assert.AreEqual("Locatie (RD) [m]", dynamicProperties[linearFloodedCulvertStructureLocationPropertyIndex].DisplayName);
Assert.AreEqual("Oriëntatie [°]", dynamicProperties[linearFloodedCulvertStructureNormalOrientationPropertyIndex].DisplayName);
Assert.AreEqual("Stroomvoerende breedte bodembescherming [m]", dynamicProperties[linearFloodedCulvertFlowWidthAtBottomProtectionPropertyIndex].DisplayName);
Assert.AreEqual("Kombergend oppervlak [m²]", dynamicProperties[linearFloodedCulvertStorageStructureAreaPropertyIndex].DisplayName);
Assert.AreEqual("Toegestane peilverhoging komberging [m]", dynamicProperties[linearFloodedCulvertAllowedLevelIncreaseStoragePropertyIndex].DisplayName);
Assert.AreEqual("Kritiek instromend debiet [m³/s/m]", dynamicProperties[linearFloodedCulvertCriticalOvertoppingDischargePropertyIndex].DisplayName);
Assert.AreEqual("Faalkans gegeven erosie bodem [1/jaar]", dynamicProperties[linearFloodedCulvertFailureProbabilityStructureWithErosionPropertyIndex].DisplayName);
Assert.AreEqual("Voorlandprofiel", dynamicProperties[linearFloodedCulvertForeshoreProfilePropertyIndex].DisplayName);
Assert.AreEqual("Dam", dynamicProperties[linearFloodedCulvertUseBreakWaterPropertyIndex].DisplayName);
Assert.AreEqual("Voorlandgeometrie", dynamicProperties[linearFloodedCulvertUseForeshorePropertyIndex].DisplayName);
Assert.AreEqual("Locatie met hydraulische randvoorwaarden", dynamicProperties[linearFloodedCulvertHydraulicBoundaryLocationPropertyIndex].DisplayName);
Assert.AreEqual("Stormduur [uur]", dynamicProperties[linearFloodedCulvertStormDurationPropertyIndex].DisplayName);
mockRepository.VerifyAll();
}
[Test]
public void Constructor_QuadraticFloodedCulvertStructure_PropertiesHaveExpectedAttributesValues()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation
{
InputParameters =
{
InflowModelType = StabilityPointStructureInflowModelType.FloodedCulvert,
LoadSchematizationType = LoadSchematizationType.Quadratic
}
};
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
// Call
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Assert
const string schematizationCategory = "Schematisatie";
const string hydraulicDataCategory = "Hydraulische gegevens";
const string modelSettingsCategory = "Modelinstellingen";
const string criticalValuesCategory = "Kritieke waarden";
var dynamicPropertyBag = new DynamicPropertyBag(properties);
PropertyDescriptorCollection dynamicProperties = dynamicPropertyBag.GetProperties(new Attribute[]
{
new BrowsableAttribute(true)
});
Assert.AreEqual(35, dynamicProperties.Count);
PropertyDescriptor volumicWeightWaterProperty = dynamicProperties[quadraticFloodedCulvertVolumicWeightWaterPropertyIndex];
Assert.IsFalse(volumicWeightWaterProperty.IsReadOnly);
Assert.AreEqual(hydraulicDataCategory, volumicWeightWaterProperty.Category);
Assert.AreEqual("Volumiek gewicht van water [kN/m³]", volumicWeightWaterProperty.DisplayName);
Assert.AreEqual("Volumiek gewicht van water.", volumicWeightWaterProperty.Description);
PropertyDescriptor insideWaterLevelProperty = dynamicProperties[quadraticFloodedCulvertInsideWaterLevelPropertyIndex];
Assert.IsInstanceOf(insideWaterLevelProperty.Converter);
Assert.AreEqual(hydraulicDataCategory, insideWaterLevelProperty.Category);
Assert.AreEqual("Binnenwaterstand [m+NAP]", insideWaterLevelProperty.DisplayName);
Assert.AreEqual("Binnenwaterstand.", insideWaterLevelProperty.Description);
PropertyDescriptor insideWaterLevelFailureConstructionProperty = dynamicProperties[quadraticFloodedCulvertInsideWaterLevelFailureConstructionPropertyIndex];
Assert.IsInstanceOf(insideWaterLevelFailureConstructionProperty.Converter);
Assert.AreEqual(hydraulicDataCategory, insideWaterLevelFailureConstructionProperty.Category);
Assert.AreEqual("Binnenwaterstand bij constructief falen [m+NAP]", insideWaterLevelFailureConstructionProperty.DisplayName);
Assert.AreEqual("Binnenwaterstand bij constructief falen.", insideWaterLevelFailureConstructionProperty.Description);
PropertyDescriptor flowVelocityStructureClosableProperty = dynamicProperties[quadraticFloodedCulvertFlowVelocityStructureClosablePropertyIndex];
Assert.IsInstanceOf(flowVelocityStructureClosableProperty.Converter);
Assert.AreEqual(criticalValuesCategory, flowVelocityStructureClosableProperty.Category);
Assert.AreEqual("Kritieke stroomsnelheid sluiting eerste keermiddel [m/s]", flowVelocityStructureClosableProperty.DisplayName);
Assert.AreEqual("Stroomsnelheid waarbij na aanvaring het eerste keermiddel nog net kan worden gesloten.", flowVelocityStructureClosableProperty.Description);
PropertyDescriptor drainCoefficientProperty = dynamicProperties[quadraticFloodedCulvertDrainCoefficientPropertyIndex];
Assert.IsInstanceOf(drainCoefficientProperty.Converter);
Assert.AreEqual(modelSettingsCategory, drainCoefficientProperty.Category);
Assert.AreEqual("Afvoercoëfficiënt [-]", drainCoefficientProperty.DisplayName);
Assert.AreEqual("Afvoercoëfficiënt.", drainCoefficientProperty.Description);
PropertyDescriptor factorStormDurationOpenStructureProperty = dynamicProperties[quadraticFloodedCulvertFactorStormDurationOpenStructurePropertyIndex];
Assert.IsFalse(factorStormDurationOpenStructureProperty.IsReadOnly);
Assert.AreEqual(modelSettingsCategory, factorStormDurationOpenStructureProperty.Category);
Assert.AreEqual("Factor voor stormduur hoogwater [-]", factorStormDurationOpenStructureProperty.DisplayName);
Assert.AreEqual("Factor voor stormduur hoogwater gegeven geopend kunstwerk.", factorStormDurationOpenStructureProperty.Description);
PropertyDescriptor inflowModelTypeProperty = dynamicProperties[quadraticFloodedCulvertInflowModelTypePropertyIndex];
Assert.IsInstanceOf(inflowModelTypeProperty.Converter);
Assert.AreEqual(schematizationCategory, inflowModelTypeProperty.Category);
Assert.AreEqual("Instroommodel", inflowModelTypeProperty.DisplayName);
Assert.AreEqual("Instroommodel van het kunstwerk.", inflowModelTypeProperty.Description);
PropertyDescriptor loadSchematizationTypeProperty = dynamicProperties[quadraticFloodedCulvertLoadSchematizationTypePropertyIndex];
Assert.IsInstanceOf(loadSchematizationTypeProperty.Converter);
Assert.AreEqual(schematizationCategory, loadSchematizationTypeProperty.Category);
Assert.AreEqual("Belastingschematisering", loadSchematizationTypeProperty.DisplayName);
Assert.AreEqual("Geeft aan of het lineaire belastingmodel of het kwadratische belastingmodel moet worden gebruikt.", loadSchematizationTypeProperty.Description);
PropertyDescriptor areaFlowAperturesProperty = dynamicProperties[quadraticFloodedCulvertAreaFlowAperturesPropertyIndex];
Assert.IsInstanceOf(areaFlowAperturesProperty.Converter);
Assert.AreEqual(schematizationCategory, areaFlowAperturesProperty.Category);
Assert.AreEqual("Doorstroomoppervlak [m²]", areaFlowAperturesProperty.DisplayName);
Assert.AreEqual("Doorstroomoppervlak van doorstroomopeningen.", areaFlowAperturesProperty.Description);
PropertyDescriptor levelCrestStructureProperty = dynamicProperties[quadraticFloodedCulvertLevelCrestStructurePropertyIndex];
Assert.IsInstanceOf(levelCrestStructureProperty.Converter);
Assert.AreEqual(schematizationCategory, levelCrestStructureProperty.Category);
Assert.AreEqual("Kerende hoogte [m+NAP]", levelCrestStructureProperty.DisplayName);
Assert.AreEqual("Kerende hoogte van het kunstwerk.", levelCrestStructureProperty.Description);
PropertyDescriptor thresholdHeightOpenWeirProperty = dynamicProperties[quadraticFloodedCulvertThresholdHeightOpenWeirPropertyIndex];
Assert.IsInstanceOf(thresholdHeightOpenWeirProperty.Converter);
Assert.AreEqual(schematizationCategory, thresholdHeightOpenWeirProperty.Category);
Assert.AreEqual("Drempelhoogte [m+NAP]", thresholdHeightOpenWeirProperty.DisplayName);
Assert.AreEqual("Drempelhoogte niet gesloten kering of hoogte van de onderkant van de wand/drempel.", thresholdHeightOpenWeirProperty.Description);
PropertyDescriptor constructiveStrengthQuadraticLoadModelProperty = dynamicProperties[quadraticFloodedCulvertConstructiveStrengthQuadraticLoadModelPropertyIndex];
Assert.IsInstanceOf(constructiveStrengthQuadraticLoadModelProperty.Converter);
Assert.AreEqual(schematizationCategory, constructiveStrengthQuadraticLoadModelProperty.Category);
Assert.AreEqual("Kwadratische belastingschematisering constructieve sterkte [kN/m]", constructiveStrengthQuadraticLoadModelProperty.DisplayName);
Assert.AreEqual("Kritieke sterkte constructie volgens de kwadratische belastingschematisatie.", constructiveStrengthQuadraticLoadModelProperty.Description);
PropertyDescriptor bankWidthProperty = dynamicProperties[quadraticFloodedCulvertBankWidthPropertyIndex];
Assert.IsInstanceOf(bankWidthProperty.Converter);
Assert.AreEqual(schematizationCategory, bankWidthProperty.Category);
Assert.AreEqual("Bermbreedte [m]", bankWidthProperty.DisplayName);
Assert.AreEqual("Bermbreedte.", bankWidthProperty.Description);
PropertyDescriptor evaluationLevelProperty = dynamicProperties[quadraticFloodedCulvertEvaluationLevelPropertyIndex];
Assert.IsFalse(evaluationLevelProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, evaluationLevelProperty.Category);
Assert.AreEqual("Analysehoogte [m+NAP]", evaluationLevelProperty.DisplayName);
Assert.AreEqual("Hoogte waarop de constructieve sterkte wordt beoordeeld.", evaluationLevelProperty.Description);
PropertyDescriptor verticalDistanceProperty = dynamicProperties[quadraticFloodedCulvertVerticalDistancePropertyIndex];
Assert.IsFalse(verticalDistanceProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, verticalDistanceProperty.Category);
Assert.AreEqual("Afstand onderkant wand en teen van de dijk/berm [m]", verticalDistanceProperty.DisplayName);
Assert.AreEqual("Verticale afstand tussen de onderkant van de wand en de teen van de dijk/berm.", verticalDistanceProperty.Description);
PropertyDescriptor failureProbabilityRepairClosureProperty = dynamicProperties[quadraticFloodedCulvertFailureProbabilityRepairClosurePropertyIndex];
Assert.IsFalse(failureProbabilityRepairClosureProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, failureProbabilityRepairClosureProperty.Category);
Assert.AreEqual("Faalkans herstel van gefaalde situatie [1/jaar]", failureProbabilityRepairClosureProperty.DisplayName);
Assert.AreEqual("Faalkans herstel van gefaalde situatie.", failureProbabilityRepairClosureProperty.Description);
PropertyDescriptor failureCollisionEnergyProperty = dynamicProperties[quadraticFloodedCulvertFailureCollisionEnergyPropertyIndex];
Assert.IsInstanceOf(failureCollisionEnergyProperty.Converter);
Assert.AreEqual(schematizationCategory, failureCollisionEnergyProperty.Category);
Assert.AreEqual("Bezwijkwaarde aanvaarenergie [kN m]", failureCollisionEnergyProperty.DisplayName);
Assert.AreEqual("Bezwijkwaarde aanvaarenergie.", failureCollisionEnergyProperty.Description);
PropertyDescriptor shipMassProperty = dynamicProperties[quadraticFloodedCulvertShipMassPropertyIndex];
Assert.IsInstanceOf(shipMassProperty.Converter);
Assert.AreEqual(schematizationCategory, shipMassProperty.Category);
Assert.AreEqual("Massa van het schip [ton]", shipMassProperty.DisplayName);
Assert.AreEqual("Massa van het schip.", shipMassProperty.Description);
PropertyDescriptor shipVelocityProperty = dynamicProperties[quadraticFloodedCulvertShipVelocityPropertyIndex];
Assert.IsInstanceOf(shipVelocityProperty.Converter);
Assert.AreEqual(schematizationCategory, shipVelocityProperty.Category);
Assert.AreEqual("Aanvaarsnelheid [m/s]", shipVelocityProperty.DisplayName);
Assert.AreEqual("Aanvaarsnelheid.", shipVelocityProperty.Description);
PropertyDescriptor levellingCountProperty = dynamicProperties[quadraticFloodedCulvertLevellingCountPropertyIndex];
Assert.IsFalse(levellingCountProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, levellingCountProperty.Category);
Assert.AreEqual("Aantal nivelleringen per jaar [1/jaar]", levellingCountProperty.DisplayName);
Assert.AreEqual("Aantal nivelleringen per jaar.", levellingCountProperty.Description);
PropertyDescriptor probabilityCollisionSecondaryStructureProperty = dynamicProperties[quadraticFloodedCulvertProbabilityCollisionSecondaryStructurePropertyIndex];
Assert.IsFalse(probabilityCollisionSecondaryStructureProperty.IsReadOnly);
Assert.AreEqual(schematizationCategory, probabilityCollisionSecondaryStructureProperty.Category);
Assert.AreEqual("Kans op aanvaring tweede keermiddel per nivellering [1/jaar/niv]", probabilityCollisionSecondaryStructureProperty.DisplayName);
Assert.AreEqual("Kans op aanvaring tweede keermiddel per nivellering.", probabilityCollisionSecondaryStructureProperty.Description);
PropertyDescriptor stabilityQuadraticLoadModelProperty = dynamicProperties[quadraticFloodedCulvertStabilityQuadraticLoadModelPropertyIndex];
Assert.IsInstanceOf(stabilityQuadraticLoadModelProperty.Converter);
Assert.AreEqual(schematizationCategory, stabilityQuadraticLoadModelProperty.Category);
Assert.AreEqual("Kwadratische belastingschematisering stabiliteit [kN/m]", stabilityQuadraticLoadModelProperty.DisplayName);
Assert.AreEqual("Kritieke stabiliteit constructie volgens de kwadratische belastingschematisatie.", stabilityQuadraticLoadModelProperty.Description);
// Only check the order of the base properties
Assert.AreEqual("Kunstwerk", dynamicProperties[quadraticFloodedCulvertStructurePropertyIndex].DisplayName);
Assert.AreEqual("Locatie (RD) [m]", dynamicProperties[quadraticFloodedCulvertStructureLocationPropertyIndex].DisplayName);
Assert.AreEqual("Oriëntatie [°]", dynamicProperties[quadraticFloodedCulvertStructureNormalOrientationPropertyIndex].DisplayName);
Assert.AreEqual("Stroomvoerende breedte bodembescherming [m]", dynamicProperties[quadraticFloodedCulvertFlowWidthAtBottomProtectionPropertyIndex].DisplayName);
Assert.AreEqual("Kombergend oppervlak [m²]", dynamicProperties[quadraticFloodedCulvertStorageStructureAreaPropertyIndex].DisplayName);
Assert.AreEqual("Toegestane peilverhoging komberging [m]", dynamicProperties[quadraticFloodedCulvertAllowedLevelIncreaseStoragePropertyIndex].DisplayName);
Assert.AreEqual("Kritiek instromend debiet [m³/s/m]", dynamicProperties[quadraticFloodedCulvertCriticalOvertoppingDischargePropertyIndex].DisplayName);
Assert.AreEqual("Faalkans gegeven erosie bodem [1/jaar]", dynamicProperties[quadraticFloodedCulvertFailureProbabilityStructureWithErosionPropertyIndex].DisplayName);
Assert.AreEqual("Voorlandprofiel", dynamicProperties[quadraticFloodedCulvertForeshoreProfilePropertyIndex].DisplayName);
Assert.AreEqual("Dam", dynamicProperties[quadraticFloodedCulvertUseBreakWaterPropertyIndex].DisplayName);
Assert.AreEqual("Voorlandgeometrie", dynamicProperties[quadraticFloodedCulvertUseForeshorePropertyIndex].DisplayName);
Assert.AreEqual("Locatie met hydraulische randvoorwaarden", dynamicProperties[quadraticFloodedCulvertHydraulicBoundaryLocationPropertyIndex].DisplayName);
Assert.AreEqual("Stormduur [uur]", dynamicProperties[quadraticFloodedCulvertStormDurationPropertyIndex].DisplayName);
mockRepository.VerifyAll();
}
[Test]
public void SetStructure_StructureInSection_UpdateSectionResults()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
failureMechanism.AddSection(new FailureMechanismSection("Section", new List
{
new Point2D(-10.0, -10.0),
new Point2D(10.0, 10.0)
}));
// Call
properties.Structure = new TestStabilityPointStructure();
// Assert
Assert.AreSame(calculation, failureMechanism.SectionResults.ElementAt(0).Calculation);
mockRepository.VerifyAll();
}
[Test]
public void DynamicVisibleValidationMethod_StructureTypeUnknown_ReturnExpectedValues()
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation();
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call & Assert
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.ModelFactorSuperCriticalFlow)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.DrainCoefficient)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.AreaFlowApertures)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.WidthFlowApertures)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(null));
}
[Test]
[TestCase(LoadSchematizationType.Linear)]
[TestCase(LoadSchematizationType.Quadratic)]
public void DynamicVisibleValidationMethod_LowSillStructure_ReturnExpectedValues(LoadSchematizationType schematizationType)
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation
{
InputParameters =
{
InflowModelType = StabilityPointStructureInflowModelType.LowSill,
LoadSchematizationType = schematizationType
}
};
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call & Assert
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.ModelFactorSuperCriticalFlow)));
Assert.IsFalse(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.DrainCoefficient)));
Assert.IsFalse(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.AreaFlowApertures)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.WidthFlowApertures)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(null));
}
[Test]
[TestCase(LoadSchematizationType.Linear)]
[TestCase(LoadSchematizationType.Quadratic)]
public void DynamicVisibleValidationMethod_FloodedCulvertStructure_ReturnExpectedValues(LoadSchematizationType schematizationType)
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation
{
InputParameters =
{
InflowModelType = StabilityPointStructureInflowModelType.FloodedCulvert,
LoadSchematizationType = schematizationType
}
};
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call & Assert
Assert.IsFalse(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.ModelFactorSuperCriticalFlow)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.DrainCoefficient)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.AreaFlowApertures)));
Assert.IsFalse(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.WidthFlowApertures)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(null));
}
[Test]
[TestCase(StabilityPointStructureInflowModelType.FloodedCulvert)]
[TestCase(StabilityPointStructureInflowModelType.LowSill)]
public void DynamicVisibleValidationMethod_LinearModel_ReturnExpectedValues(StabilityPointStructureInflowModelType structureType)
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation
{
InputParameters =
{
InflowModelType = structureType,
LoadSchematizationType = LoadSchematizationType.Linear
}
};
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call & Assert
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.ConstructiveStrengthLinearLoadModel)));
Assert.IsFalse(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.ConstructiveStrengthQuadraticLoadModel)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.StabilityLinearLoadModel)));
Assert.IsFalse(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.StabilityQuadraticLoadModel)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(null));
}
[Test]
[TestCase(StabilityPointStructureInflowModelType.FloodedCulvert)]
[TestCase(StabilityPointStructureInflowModelType.LowSill)]
public void DynamicVisibleValidationMethod_QuadraticModel_ReturnExpectedValues(StabilityPointStructureInflowModelType structureType)
{
// Setup
var assessmentSectionStub = mockRepository.Stub();
mockRepository.ReplayAll();
var failureMechanism = new StabilityPointStructuresFailureMechanism();
var calculation = new StructuresCalculation
{
InputParameters =
{
InflowModelType = structureType,
LoadSchematizationType = LoadSchematizationType.Quadratic
}
};
var inputContext = new StabilityPointStructuresInputContext(calculation.InputParameters,
calculation,
failureMechanism,
assessmentSectionStub);
var properties = new StabilityPointStructuresInputContextProperties
{
Data = inputContext
};
// Call & Assert
Assert.IsFalse(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.ConstructiveStrengthLinearLoadModel)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.ConstructiveStrengthQuadraticLoadModel)));
Assert.IsFalse(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.StabilityLinearLoadModel)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(TypeUtils.GetMemberName(p => p.StabilityQuadraticLoadModel)));
Assert.IsTrue(properties.DynamicVisibleValidationMethod(null));
}
#region LowSill + Linear Model property Indices
private const int linearLowSillHydraulicBoundaryLocationPropertyIndex = 0;
private const int linearLowSillVolumicWeightWaterPropertyIndex = 1;
private const int linearLowSillStormDurationPropertyIndex = 2;
private const int linearLowSillInsideWaterLevelPropertyIndex = 3;
private const int linearLowSillInsideWaterLevelFailureConstructionPropertyIndex = 4;
private const int linearLowSillFlowVelocityStructureClosablePropertyIndex = 5;
private const int linearLowSillModelFactorSuperCriticalFlowPropertyIndex = 6;
private const int linearLowSillFactorStormDurationOpenStructurePropertyIndex = 7;
private const int linearLowSillStructurePropertyIndex = 8;
private const int linearLowSillStructureLocationPropertyIndex = 9;
private const int linearLowSillStructureNormalOrientationPropertyIndex = 10;
private const int linearLowSillInflowModelTypePropertyIndex = 11;
private const int linearLowSillLoadSchematizationTypePropertyIndex = 12;
private const int linearLowSillWidthFlowAperturesPropertyIndex = 13;
private const int linearLowSillFlowWidthAtBottomProtectionPropertyIndex = 14;
private const int linearLowSillStorageStructureAreaPropertyIndex = 15;
private const int linearLowSillAllowedLevelIncreaseStoragePropertyIndex = 16;
private const int linearLowSillLevelCrestStructurePropertyIndex = 17;
private const int linearLowSillThresholdHeightOpenWeirPropertyIndex = 18;
private const int linearLowSillCriticalOvertoppingDischargePropertyIndex = 19;
private const int linearLowSillConstructiveStrengthLinearLoadModelPropertyIndex = 20;
private const int linearLowSillBankWidthPropertyIndex = 21;
private const int linearLowSillEvaluationLevelPropertyIndex = 22;
private const int linearLowSillVerticalDistancePropertyIndex = 23;
private const int linearLowSillFailureProbabilityRepairClosurePropertyIndex = 24;
private const int linearLowSillFailureCollisionEnergyPropertyIndex = 25;
private const int linearLowSillShipMassPropertyIndex = 26;
private const int linearLowSillShipVelocityPropertyIndex = 27;
private const int linearLowSillLevellingCountPropertyIndex = 28;
private const int linearLowSillProbabilityCollisionSecondaryStructurePropertyIndex = 29;
private const int linearLowSillStabilityLinearLoadModelPropertyIndex = 30;
private const int linearLowSillFailureProbabilityStructureWithErosionPropertyIndex = 31;
private const int linearLowSillForeshoreProfilePropertyIndex = 32;
private const int linearLowSillUseBreakWaterPropertyIndex = 33;
private const int linearLowSillUseForeshorePropertyIndex = 34;
#endregion
#region FloodedCulvert + Linear Model property Indices
private const int linearFloodedCulvertHydraulicBoundaryLocationPropertyIndex = 0;
private const int linearFloodedCulvertVolumicWeightWaterPropertyIndex = 1;
private const int linearFloodedCulvertStormDurationPropertyIndex = 2;
private const int linearFloodedCulvertInsideWaterLevelPropertyIndex = 3;
private const int linearFloodedCulvertInsideWaterLevelFailureConstructionPropertyIndex = 4;
private const int linearFloodedCulvertFlowVelocityStructureClosablePropertyIndex = 5;
private const int linearFloodedCulvertDrainCoefficientPropertyIndex = 6;
private const int linearFloodedCulvertFactorStormDurationOpenStructurePropertyIndex = 7;
private const int linearFloodedCulvertStructurePropertyIndex = 8;
private const int linearFloodedCulvertStructureLocationPropertyIndex = 9;
private const int linearFloodedCulvertStructureNormalOrientationPropertyIndex = 10;
private const int linearFloodedCulvertInflowModelTypePropertyIndex = 11;
private const int linearFloodedCulvertLoadSchematizationTypePropertyIndex = 12;
private const int linearFloodedCulvertAreaFlowAperturesPropertyIndex = 13;
private const int linearFloodedCulvertFlowWidthAtBottomProtectionPropertyIndex = 14;
private const int linearFloodedCulvertStorageStructureAreaPropertyIndex = 15;
private const int linearFloodedCulvertAllowedLevelIncreaseStoragePropertyIndex = 16;
private const int linearFloodedCulvertLevelCrestStructurePropertyIndex = 17;
private const int linearFloodedCulvertThresholdHeightOpenWeirPropertyIndex = 18;
private const int linearFloodedCulvertCriticalOvertoppingDischargePropertyIndex = 19;
private const int linearFloodedCulvertConstructiveStrengthLinearLoadModelPropertyIndex = 20;
private const int linearFloodedCulvertBankWidthPropertyIndex = 21;
private const int linearFloodedCulvertEvaluationLevelPropertyIndex = 22;
private const int linearFloodedCulvertVerticalDistancePropertyIndex = 23;
private const int linearFloodedCulvertFailureProbabilityRepairClosurePropertyIndex = 24;
private const int linearFloodedCulvertFailureCollisionEnergyPropertyIndex = 25;
private const int linearFloodedCulvertShipMassPropertyIndex = 26;
private const int linearFloodedCulvertShipVelocityPropertyIndex = 27;
private const int linearFloodedCulvertLevellingCountPropertyIndex = 28;
private const int linearFloodedCulvertProbabilityCollisionSecondaryStructurePropertyIndex = 29;
private const int linearFloodedCulvertStabilityLinearLoadModelPropertyIndex = 30;
private const int linearFloodedCulvertFailureProbabilityStructureWithErosionPropertyIndex = 31;
private const int linearFloodedCulvertForeshoreProfilePropertyIndex = 32;
private const int linearFloodedCulvertUseBreakWaterPropertyIndex = 33;
private const int linearFloodedCulvertUseForeshorePropertyIndex = 34;
#endregion
#region LowSill + Quadratic Model property Indices
private const int quadraticLowSillHydraulicBoundaryLocationPropertyIndex = 0;
private const int quadraticLowSillVolumicWeightWaterPropertyIndex = 1;
private const int quadraticLowSillStormDurationPropertyIndex = 2;
private const int quadraticLowSillInsideWaterLevelPropertyIndex = 3;
private const int quadraticLowSillInsideWaterLevelFailureConstructionPropertyIndex = 4;
private const int quadraticLowSillFlowVelocityStructureClosablePropertyIndex = 5;
private const int quadraticLowSillModelFactorSuperCriticalFlowPropertyIndex = 6;
private const int quadraticLowSillFactorStormDurationOpenStructurePropertyIndex = 7;
private const int quadraticLowSillStructurePropertyIndex = 8;
private const int quadraticLowSillStructureLocationPropertyIndex = 9;
private const int quadraticLowSillStructureNormalOrientationPropertyIndex = 10;
private const int quadraticLowSillInflowModelTypePropertyIndex = 11;
private const int quadraticLowSillLoadSchematizationTypePropertyIndex = 12;
private const int quadraticLowSillWidthFlowAperturesPropertyIndex = 13;
private const int quadraticLowSillFlowWidthAtBottomProtectionPropertyIndex = 14;
private const int quadraticLowSillStorageStructureAreaPropertyIndex = 15;
private const int quadraticLowSillAllowedLevelIncreaseStoragePropertyIndex = 16;
private const int quadraticLowSillLevelCrestStructurePropertyIndex = 17;
private const int quadraticLowSillThresholdHeightOpenWeirPropertyIndex = 18;
private const int quadraticLowSillCriticalOvertoppingDischargePropertyIndex = 19;
private const int quadraticLowSillConstructiveStrengthQuadraticLoadModelPropertyIndex = 20;
private const int quadraticLowSillBankWidthPropertyIndex = 21;
private const int quadraticLowSillEvaluationLevelPropertyIndex = 22;
private const int quadraticLowSillVerticalDistancePropertyIndex = 23;
private const int quadraticLowSillFailureProbabilityRepairClosurePropertyIndex = 24;
private const int quadraticLowSillFailureCollisionEnergyPropertyIndex = 25;
private const int quadraticLowSillShipMassPropertyIndex = 26;
private const int quadraticLowSillShipVelocityPropertyIndex = 27;
private const int quadraticLowSillLevellingCountPropertyIndex = 28;
private const int quadraticLowSillProbabilityCollisionSecondaryStructurePropertyIndex = 29;
private const int quadraticLowSillStabilityQuadraticLoadModelPropertyIndex = 30;
private const int quadraticLowSillFailureProbabilityStructureWithErosionPropertyIndex = 31;
private const int quadraticLowSillForeshoreProfilePropertyIndex = 32;
private const int quadraticLowSillUseBreakWaterPropertyIndex = 33;
private const int quadraticLowSillUseForeshorePropertyIndex = 34;
#endregion
#region FloodedCulvert + Quadratic Model property Indices
private const int quadraticFloodedCulvertHydraulicBoundaryLocationPropertyIndex = 0;
private const int quadraticFloodedCulvertVolumicWeightWaterPropertyIndex = 1;
private const int quadraticFloodedCulvertStormDurationPropertyIndex = 2;
private const int quadraticFloodedCulvertInsideWaterLevelPropertyIndex = 3;
private const int quadraticFloodedCulvertInsideWaterLevelFailureConstructionPropertyIndex = 4;
private const int quadraticFloodedCulvertFlowVelocityStructureClosablePropertyIndex = 5;
private const int quadraticFloodedCulvertDrainCoefficientPropertyIndex = 6;
private const int quadraticFloodedCulvertFactorStormDurationOpenStructurePropertyIndex = 7;
private const int quadraticFloodedCulvertStructurePropertyIndex = 8;
private const int quadraticFloodedCulvertStructureLocationPropertyIndex = 9;
private const int quadraticFloodedCulvertStructureNormalOrientationPropertyIndex = 10;
private const int quadraticFloodedCulvertInflowModelTypePropertyIndex = 11;
private const int quadraticFloodedCulvertLoadSchematizationTypePropertyIndex = 12;
private const int quadraticFloodedCulvertAreaFlowAperturesPropertyIndex = 13;
private const int quadraticFloodedCulvertFlowWidthAtBottomProtectionPropertyIndex = 14;
private const int quadraticFloodedCulvertStorageStructureAreaPropertyIndex = 15;
private const int quadraticFloodedCulvertAllowedLevelIncreaseStoragePropertyIndex = 16;
private const int quadraticFloodedCulvertLevelCrestStructurePropertyIndex = 17;
private const int quadraticFloodedCulvertThresholdHeightOpenWeirPropertyIndex = 18;
private const int quadraticFloodedCulvertCriticalOvertoppingDischargePropertyIndex = 19;
private const int quadraticFloodedCulvertConstructiveStrengthQuadraticLoadModelPropertyIndex = 20;
private const int quadraticFloodedCulvertBankWidthPropertyIndex = 21;
private const int quadraticFloodedCulvertEvaluationLevelPropertyIndex = 22;
private const int quadraticFloodedCulvertVerticalDistancePropertyIndex = 23;
private const int quadraticFloodedCulvertFailureProbabilityRepairClosurePropertyIndex = 24;
private const int quadraticFloodedCulvertFailureCollisionEnergyPropertyIndex = 25;
private const int quadraticFloodedCulvertShipMassPropertyIndex = 26;
private const int quadraticFloodedCulvertShipVelocityPropertyIndex = 27;
private const int quadraticFloodedCulvertLevellingCountPropertyIndex = 28;
private const int quadraticFloodedCulvertProbabilityCollisionSecondaryStructurePropertyIndex = 29;
private const int quadraticFloodedCulvertStabilityQuadraticLoadModelPropertyIndex = 30;
private const int quadraticFloodedCulvertFailureProbabilityStructureWithErosionPropertyIndex = 31;
private const int quadraticFloodedCulvertForeshoreProfilePropertyIndex = 32;
private const int quadraticFloodedCulvertUseBreakWaterPropertyIndex = 33;
private const int quadraticFloodedCulvertUseForeshorePropertyIndex = 34;
#endregion
}
}