private bool Equals(StabilityPointStructure other)
{
return(StorageStructureArea.Equals(other.StorageStructureArea) &&
AllowedLevelIncreaseStorage.Equals(other.AllowedLevelIncreaseStorage) &&
WidthFlowApertures.Equals(other.WidthFlowApertures) &&
InsideWaterLevel.Equals(other.InsideWaterLevel) &&
ThresholdHeightOpenWeir.Equals(other.ThresholdHeightOpenWeir) &&
CriticalOvertoppingDischarge.Equals(other.CriticalOvertoppingDischarge) &&
FlowWidthAtBottomProtection.Equals(other.FlowWidthAtBottomProtection) &&
ConstructiveStrengthLinearLoadModel.Equals(other.ConstructiveStrengthLinearLoadModel) &&
ConstructiveStrengthQuadraticLoadModel.Equals(other.ConstructiveStrengthQuadraticLoadModel) &&
BankWidth.Equals(other.BankWidth) &&
InsideWaterLevelFailureConstruction.Equals(other.InsideWaterLevelFailureConstruction) &&
EvaluationLevel.Equals(other.EvaluationLevel) &&
LevelCrestStructure.Equals(other.LevelCrestStructure) &&
VerticalDistance.Equals(other.VerticalDistance) &&
FailureProbabilityRepairClosure.Equals(other.FailureProbabilityRepairClosure) &&
FailureCollisionEnergy.Equals(other.FailureCollisionEnergy) &&
ShipMass.Equals(other.ShipMass) &&
ShipVelocity.Equals(other.ShipVelocity) &&
LevellingCount.Equals(other.LevellingCount) &&
ProbabilityCollisionSecondaryStructure.Equals(other.ProbabilityCollisionSecondaryStructure) &&
FlowVelocityStructureClosable.Equals(other.FlowVelocityStructureClosable) &&
StabilityLinearLoadModel.Equals(other.StabilityLinearLoadModel) &&
StabilityQuadraticLoadModel.Equals(other.StabilityQuadraticLoadModel) &&
AreaFlowApertures.Equals(other.AreaFlowApertures) &&
InflowModelType.Equals(other.InflowModelType));
}
public override int GetHashCode()
{
unchecked
{
int hashCode = base.GetHashCode();
hashCode = (hashCode * 397) ^ StorageStructureArea.GetHashCode();
hashCode = (hashCode * 397) ^ AllowedLevelIncreaseStorage.GetHashCode();
hashCode = (hashCode * 397) ^ WidthFlowApertures.GetHashCode();
hashCode = (hashCode * 397) ^ InsideWaterLevel.GetHashCode();
hashCode = (hashCode * 397) ^ ThresholdHeightOpenWeir.GetHashCode();
hashCode = (hashCode * 397) ^ CriticalOvertoppingDischarge.GetHashCode();
hashCode = (hashCode * 397) ^ FlowWidthAtBottomProtection.GetHashCode();
hashCode = (hashCode * 397) ^ ConstructiveStrengthLinearLoadModel.GetHashCode();
hashCode = (hashCode * 397) ^ ConstructiveStrengthQuadraticLoadModel.GetHashCode();
hashCode = (hashCode * 397) ^ BankWidth.GetHashCode();
hashCode = (hashCode * 397) ^ InsideWaterLevelFailureConstruction.GetHashCode();
hashCode = (hashCode * 397) ^ LevelCrestStructure.GetHashCode();
hashCode = (hashCode * 397) ^ FailureCollisionEnergy.GetHashCode();
hashCode = (hashCode * 397) ^ ShipMass.GetHashCode();
hashCode = (hashCode * 397) ^ ShipVelocity.GetHashCode();
hashCode = (hashCode * 397) ^ FlowVelocityStructureClosable.GetHashCode();
hashCode = (hashCode * 397) ^ StabilityLinearLoadModel.GetHashCode();
hashCode = (hashCode * 397) ^ StabilityQuadraticLoadModel.GetHashCode();
hashCode = (hashCode * 397) ^ AreaFlowApertures.GetHashCode();
return(hashCode);
}
}
public override object Clone()
{
var clone = (StabilityPointStructuresInput)base.Clone();
clone.insideWaterLevelFailureConstruction = (NormalDistribution)InsideWaterLevelFailureConstruction.Clone();
clone.insideWaterLevel = (NormalDistribution)InsideWaterLevel.Clone();
clone.drainCoefficient = (LogNormalDistribution)DrainCoefficient.Clone();
clone.levelCrestStructure = (NormalDistribution)LevelCrestStructure.Clone();
clone.thresholdHeightOpenWeir = (NormalDistribution)ThresholdHeightOpenWeir.Clone();
clone.areaFlowApertures = (LogNormalDistribution)AreaFlowApertures.Clone();
clone.constructiveStrengthLinearLoadModel = (VariationCoefficientLogNormalDistribution)ConstructiveStrengthLinearLoadModel.Clone();
clone.constructiveStrengthQuadraticLoadModel = (VariationCoefficientLogNormalDistribution)ConstructiveStrengthQuadraticLoadModel.Clone();
clone.stabilityLinearLoadModel = (VariationCoefficientLogNormalDistribution)StabilityLinearLoadModel.Clone();
clone.stabilityQuadraticLoadModel = (VariationCoefficientLogNormalDistribution)StabilityQuadraticLoadModel.Clone();
clone.failureCollisionEnergy = (VariationCoefficientLogNormalDistribution)FailureCollisionEnergy.Clone();
clone.shipMass = (VariationCoefficientNormalDistribution)ShipMass.Clone();
clone.shipVelocity = (VariationCoefficientNormalDistribution)ShipVelocity.Clone();
clone.bankWidth = (NormalDistribution)BankWidth.Clone();
clone.flowVelocityStructureClosable = (VariationCoefficientNormalDistribution)FlowVelocityStructureClosable.Clone();
return(clone);
}