Index: Ringtoets/Common/src/Ringtoets.Common.IO/SoilProfile/ShearStrengthModelConverter.cs =================================================================== diff -u -r887a554f8ed7f16c3d4ad14e89a91fe6a087fa76 -r1c8b7687522989319ebbd6107cb58393518231ca --- Ringtoets/Common/src/Ringtoets.Common.IO/SoilProfile/ShearStrengthModelConverter.cs (.../ShearStrengthModelConverter.cs) (revision 887a554f8ed7f16c3d4ad14e89a91fe6a087fa76) +++ Ringtoets/Common/src/Ringtoets.Common.IO/SoilProfile/ShearStrengthModelConverter.cs (.../ShearStrengthModelConverter.cs) (revision 1c8b7687522989319ebbd6107cb58393518231ca) @@ -33,35 +33,35 @@ /// /// Converts a nullable into a . /// - /// The value to convert. + /// The value to convert. /// The . - /// Thrown when + /// Thrown when /// could not be converted. - public static ShearStrengthModel Convert(double? shearStrengthValue) + public static ShearStrengthModel Convert(double? shearStrengthModelValue) { - if (shearStrengthValue == null) + if (shearStrengthModelValue == null) { return ShearStrengthModel.None; } - if (shearStrengthValue.Value.Equals(0.0)) + if (shearStrengthModelValue.Equals(0.0)) { return ShearStrengthModel.None; } - if (shearStrengthValue.Value.Equals(1.0)) + if (shearStrengthModelValue.Equals(1.0)) { return ShearStrengthModel.SuCalculated; } - if (shearStrengthValue.Value.Equals(2.0)) + if (shearStrengthModelValue.Equals(2.0)) { return ShearStrengthModel.CPhi; } - if (shearStrengthValue.Value.Equals(3.0)) + if (shearStrengthModelValue.Equals(3.0)) { return ShearStrengthModel.CPhiOrSuCalculated; } - string message = $"Cannot convert a value of {shearStrengthValue.Value.ToString(CultureInfo.CurrentCulture)} to {typeof(ShearStrengthModel)}."; + string message = $"Cannot convert a value of {shearStrengthModelValue.Value.ToString(CultureInfo.CurrentCulture)} to {typeof(ShearStrengthModel)}."; throw new ArgumentException(message); } }