Index: Ringtoets/GrassCoverErosionInwards/test/Ringtoets.GrassCoverErosionInwards.Data.Test/GrassCoverErosionInwardsInputTest.cs =================================================================== diff -u -r41960c7d3d923a60575133a585d4cecfb1a251b5 -r04d96e936610eab56e9ddc09c055526efe9b9652 --- Ringtoets/GrassCoverErosionInwards/test/Ringtoets.GrassCoverErosionInwards.Data.Test/GrassCoverErosionInwardsInputTest.cs (.../GrassCoverErosionInwardsInputTest.cs) (revision 41960c7d3d923a60575133a585d4cecfb1a251b5) +++ Ringtoets/GrassCoverErosionInwards/test/Ringtoets.GrassCoverErosionInwards.Data.Test/GrassCoverErosionInwardsInputTest.cs (.../GrassCoverErosionInwardsInputTest.cs) (revision 04d96e936610eab56e9ddc09c055526efe9b9652) @@ -25,6 +25,7 @@ using NUnit.Framework; using Ringtoets.Common.Data.Calculation; using Ringtoets.Common.Data.Probabilistics; +using Ringtoets.HydraRing.Data; namespace Ringtoets.GrassCoverErosionInwards.Data.Test { @@ -69,10 +70,10 @@ { // Setup var input = new GrassCoverErosionInwardsInput(); - var originalBreakWaterType = input.BreakWater.Type; - var originalBreakWaterHeight = input.BreakWater.Height; - var originalCriticalFlowRate = input.CriticalFlowRate; - var originalHydraulicBoundaryLocation = input.HydraulicBoundaryLocation; + BreakWaterType originalBreakWaterType = input.BreakWater.Type; + RoundedDouble originalBreakWaterHeight = input.BreakWater.Height; + LogNormalDistribution originalCriticalFlowRate = input.CriticalFlowRate; + HydraulicBoundaryLocation originalHydraulicBoundaryLocation = input.HydraulicBoundaryLocation; var dikeProfile = new DikeProfile(new Point2D(0, 0)) { @@ -111,8 +112,8 @@ Assert.AreEqual(withBreakWater ? dikeProfile.BreakWater.Type : originalBreakWaterType, input.BreakWater.Type); Assert.AreEqual(withBreakWater ? dikeProfile.BreakWater.Height : originalBreakWaterHeight, input.BreakWater.Height); Assert.AreEqual(withForeshore, input.UseForeshore); - Assert.AreSame(dikeProfile.ForeshoreGeometry, input.ForeshoreGeometry); - Assert.AreSame(dikeProfile.DikeGeometry, input.DikeGeometry); + CollectionAssert.AreEqual(dikeProfile.ForeshoreGeometry, input.ForeshoreGeometry); + CollectionAssert.AreEqual(dikeProfile.DikeGeometry, input.DikeGeometry); Assert.AreEqual(dikeProfile.DikeHeight, input.DikeHeight); Assert.AreEqual(originalHydraulicBoundaryLocation, input.HydraulicBoundaryLocation); Assert.AreEqual(originalCriticalFlowRate, input.CriticalFlowRate); @@ -124,10 +125,10 @@ { // Setup var input = new GrassCoverErosionInwardsInput(); - var originalBreakWaterType = input.BreakWater.Type; - var originalBreakWaterHeight = input.BreakWater.Height; - var originalCriticalFlowRate = input.CriticalFlowRate; - var originalHydraulicBoundaryLocation = input.HydraulicBoundaryLocation; + BreakWaterType originalBreakWaterType = input.BreakWater.Type; + RoundedDouble originalBreakWaterHeight = input.BreakWater.Height; + LogNormalDistribution originalCriticalFlowRate = input.CriticalFlowRate; + HydraulicBoundaryLocation originalHydraulicBoundaryLocation = input.HydraulicBoundaryLocation; var dikeProfile = new DikeProfile(new Point2D(0, 0)) {