Index: Ringtoets/GrassCoverErosionInwards/test/Ringtoets.GrassCoverErosionInwards.IO.Test/Configurations/GrassCoverErosionInwardsCalculationConfigurationTest.cs
===================================================================
diff -u -r237b9031d74382e26141395ff845d5e43f44981d -r8336ede0837d35257e8b85c3b0090b0774342d90
--- Ringtoets/GrassCoverErosionInwards/test/Ringtoets.GrassCoverErosionInwards.IO.Test/Configurations/GrassCoverErosionInwardsCalculationConfigurationTest.cs	(.../GrassCoverErosionInwardsCalculationConfigurationTest.cs)	(revision 237b9031d74382e26141395ff845d5e43f44981d)
+++ Ringtoets/GrassCoverErosionInwards/test/Ringtoets.GrassCoverErosionInwards.IO.Test/Configurations/GrassCoverErosionInwardsCalculationConfigurationTest.cs	(.../GrassCoverErosionInwardsCalculationConfigurationTest.cs)	(revision 8336ede0837d35257e8b85c3b0090b0774342d90)
@@ -73,8 +73,8 @@
             const string dikeProfileId = "id of the dike profile";
             const double orientation = 1.1;
             const double dikeHeight = 2.2;
-            const ReadHydraulicLoadsCalculationType dikeHeightCalculationType = ReadHydraulicLoadsCalculationType.CalculateByAssessmentSectionNorm;
-            const ReadHydraulicLoadsCalculationType overtoppingRateCalculationType = ReadHydraulicLoadsCalculationType.CalculateByProfileSpecificRequiredProbability;
+            const ConfigurationHydraulicLoadsCalculationType dikeHeightCalculationType = ConfigurationHydraulicLoadsCalculationType.CalculateByAssessmentSectionNorm;
+            const ConfigurationHydraulicLoadsCalculationType overtoppingRateCalculationType = ConfigurationHydraulicLoadsCalculationType.CalculateByProfileSpecificRequiredProbability;
             const bool useBreakWater = true;
             const ConfigurationBreakWaterType breakWaterType = ConfigurationBreakWaterType.Wall;
             const double breakWaterHeight = 3.3;