Index: Ringtoets/Revetment/test/Ringtoets.Revetment.Service.Test/WaveConditionsCalculationServiceBaseTest.cs
===================================================================
diff -u -re182f6f394aa75e739467a77e7bcacd9a8b25429 -r0981b22c56801334d3f71343f1a861070a404e3e
--- Ringtoets/Revetment/test/Ringtoets.Revetment.Service.Test/WaveConditionsCalculationServiceBaseTest.cs	(.../WaveConditionsCalculationServiceBaseTest.cs)	(revision e182f6f394aa75e739467a77e7bcacd9a8b25429)
+++ Ringtoets/Revetment/test/Ringtoets.Revetment.Service.Test/WaveConditionsCalculationServiceBaseTest.cs	(.../WaveConditionsCalculationServiceBaseTest.cs)	(revision 0981b22c56801334d3f71343f1a861070a404e3e)
@@ -51,7 +51,7 @@
 
             var dbFilePath = Path.Combine(testDataPath, "HRD ijsselmeer.sqlite");
 
-            var input = new WaveConditionsInput()
+            var input = new WaveConditionsInput
             {
                 HydraulicBoundaryLocation = new HydraulicBoundaryLocation(1, string.Empty, 0, 0)
             };
@@ -216,10 +216,7 @@
 
             var input = new WaveConditionsInput()
             {
-                HydraulicBoundaryLocation = new HydraulicBoundaryLocation(1, string.Empty, 0, 0)
-                {
-                    DesignWaterLevel = (RoundedDouble) designWaterLevel
-                },
+                HydraulicBoundaryLocation = TestHydraulicBoundaryLocation.CreateDesignWaterLevelCalculated(designWaterLevel),
                 LowerBoundaryRevetment = (RoundedDouble) lowerBoundaryRevetments,
                 UpperBoundaryRevetment = (RoundedDouble) upperBoundaryRevetments,
                 StepSize = WaveConditionsInputStepSize.One,
@@ -408,10 +405,7 @@
             const double norm = 0.2;
             var input = new WaveConditionsInput
             {
-                HydraulicBoundaryLocation = new HydraulicBoundaryLocation(1, string.Empty, 0, 0)
-                {
-                    DesignWaterLevel = waterLevel
-                },
+                HydraulicBoundaryLocation = TestHydraulicBoundaryLocation.CreateDesignWaterLevelCalculated(waterLevel),
                 ForeshoreProfile = new TestForeshoreProfile(true),
                 UpperBoundaryRevetment = (RoundedDouble) 4,
                 LowerBoundaryRevetment = (RoundedDouble) 3,
@@ -454,10 +448,7 @@
             const double norm = 0.2;
             var input = new WaveConditionsInput
             {
-                HydraulicBoundaryLocation = new HydraulicBoundaryLocation(1, string.Empty, 0, 0)
-                {
-                    DesignWaterLevel = (RoundedDouble) 4.2
-                },
+                HydraulicBoundaryLocation = TestHydraulicBoundaryLocation.CreateDesignWaterLevelCalculated(4.2),
                 ForeshoreProfile = new TestForeshoreProfile(),
                 UpperBoundaryRevetment = waterLevel,
                 LowerBoundaryRevetment = (RoundedDouble) 3
@@ -512,10 +503,7 @@
             const double norm = 0.2;
             var input = new WaveConditionsInput
             {
-                HydraulicBoundaryLocation = new HydraulicBoundaryLocation(1, string.Empty, 0, 0)
-                {
-                    DesignWaterLevel = (RoundedDouble) 4.2
-                },
+                HydraulicBoundaryLocation = TestHydraulicBoundaryLocation.CreateDesignWaterLevelCalculated(4.2),
                 ForeshoreProfile = new TestForeshoreProfile(),
                 UpperBoundaryRevetment = waterLevel,
                 LowerBoundaryRevetment = (RoundedDouble) 3
@@ -544,10 +532,7 @@
         {
             var input = new WaveConditionsInput
             {
-                HydraulicBoundaryLocation = new HydraulicBoundaryLocation(1, string.Empty, 0, 0)
-                {
-                    DesignWaterLevel = (RoundedDouble) 12.0
-                },
+                HydraulicBoundaryLocation = TestHydraulicBoundaryLocation.CreateDesignWaterLevelCalculated(12),
                 ForeshoreProfile = new TestForeshoreProfile(true),
                 UseBreakWater = true,
                 UseForeshore = true,