Index: Ringtoets/GrassCoverErosionInwards/src/Ringtoets.GrassCoverErosionInwards.Service/GrassCoverErosionInwardsCalculationService.cs =================================================================== diff -u -rf09f2ae0881378aedf0b5b576df6ecc3ff44ceee -r19674fbb52038a17df349319e2bd9fca258e8df6 --- Ringtoets/GrassCoverErosionInwards/src/Ringtoets.GrassCoverErosionInwards.Service/GrassCoverErosionInwardsCalculationService.cs (.../GrassCoverErosionInwardsCalculationService.cs) (revision f09f2ae0881378aedf0b5b576df6ecc3ff44ceee) +++ Ringtoets/GrassCoverErosionInwards/src/Ringtoets.GrassCoverErosionInwards.Service/GrassCoverErosionInwardsCalculationService.cs (.../GrassCoverErosionInwardsCalculationService.cs) (revision 19674fbb52038a17df349319e2bd9fca258e8df6) @@ -157,6 +157,9 @@ { return new OvertoppingCalculationInput(calculation.InputParameters.HydraulicBoundaryLocation.Id, new HydraRingSection(1, failureMechanismSection.GetSectionLength(), calculation.InputParameters.Orientation), + ParseProfilePoints(calculation.InputParameters.DikeGeometry), + ParseForeshore(calculation.InputParameters), + ParseBreakWater(calculation.InputParameters), calculation.InputParameters.DikeHeight, generalInput.CriticalOvertoppingModelFactor, generalInput.FbFactor.Mean, @@ -169,10 +172,7 @@ generalInput.FrunupModelFactor.Mean, generalInput.FrunupModelFactor.StandardDeviation, generalInput.FshallowModelFactor.Mean, - generalInput.FshallowModelFactor.StandardDeviation, - ParseProfilePoints(calculation.InputParameters.DikeGeometry), - ParseForeshore(calculation.InputParameters), - ParseBreakWater(calculation.InputParameters)); + generalInput.FshallowModelFactor.StandardDeviation); } private static DikeHeightCalculationInput CreateDikeHeightInput(GrassCoverErosionInwardsCalculation calculation, IAssessmentSection assessmentSection, @@ -181,6 +181,9 @@ return new DikeHeightCalculationInput(calculation.InputParameters.HydraulicBoundaryLocation.Id, assessmentSection.FailureMechanismContribution.Norm, new HydraRingSection(1, failureMechanismSection.GetSectionLength(), calculation.InputParameters.Orientation), + ParseProfilePoints(calculation.InputParameters.DikeGeometry), + ParseForeshore(calculation.InputParameters), + ParseBreakWater(calculation.InputParameters), generalInput.CriticalOvertoppingModelFactor, generalInput.FbFactor.Mean, generalInput.FbFactor.StandardDeviation, @@ -192,10 +195,7 @@ generalInput.FrunupModelFactor.Mean, generalInput.FrunupModelFactor.StandardDeviation, generalInput.FshallowModelFactor.Mean, - generalInput.FshallowModelFactor.StandardDeviation, - ParseProfilePoints(calculation.InputParameters.DikeGeometry), - ParseForeshore(calculation.InputParameters), - ParseBreakWater(calculation.InputParameters)); + generalInput.FshallowModelFactor.StandardDeviation); } private static HydraRingBreakWater ParseBreakWater(GrassCoverErosionInwardsInput input)