Index: Ringtoets/ClosingStructures/test/Ringtoets.ClosingStructures.Service.Test/ClosingStructureDataSynchronizationServiceTest.cs =================================================================== diff -u -r4fd4b13639f6d6f3657c02916f60571bf940ee9c -r9190fc76563879702e7b3a30e79ed17f1dbd0985 --- Ringtoets/ClosingStructures/test/Ringtoets.ClosingStructures.Service.Test/ClosingStructureDataSynchronizationServiceTest.cs (.../ClosingStructureDataSynchronizationServiceTest.cs) (revision 4fd4b13639f6d6f3657c02916f60571bf940ee9c) +++ Ringtoets/ClosingStructures/test/Ringtoets.ClosingStructures.Service.Test/ClosingStructureDataSynchronizationServiceTest.cs (.../ClosingStructureDataSynchronizationServiceTest.cs) (revision 9190fc76563879702e7b3a30e79ed17f1dbd0985) @@ -118,21 +118,19 @@ calculationWithStructureToRemoveAndOutput }); - var affectedSection = new FailureMechanismSection(string.Empty, new[] + failureMechanism.AddSection(FailureMechanismSectionTestFactory.CreateFailureMechanismSection(new[] { - new Point2D(0, 0), + locationStructureToRemove, new Point2D(1, 1) - }); - failureMechanism.AddSection(affectedSection); + })); ClosingStructuresFailureMechanismSectionResult sectionWithCalculationAtStructureToRemove = failureMechanism.SectionResults.ElementAt(0); sectionWithCalculationAtStructureToRemove.Calculation = calculationWithStructureToRemove; - var unaffectedSection = new FailureMechanismSection(string.Empty, new[] + failureMechanism.AddSection(FailureMechanismSectionTestFactory.CreateFailureMechanismSection(new[] { new Point2D(1, 1), - new Point2D(2, 2) - }); - failureMechanism.AddSection(unaffectedSection); + locationStructureToKeep + })); ClosingStructuresFailureMechanismSectionResult sectionWithCalculationAtStructureToKeep = failureMechanism.SectionResults.ElementAt(1); sectionWithCalculationAtStructureToKeep.Calculation = calculationWithStructureToKeepAndOutput; @@ -228,18 +226,18 @@ calculationWithStructureAAndOutput }); - failureMechanism.AddSection(new FailureMechanismSection(string.Empty, new[] + failureMechanism.AddSection(FailureMechanismSectionTestFactory.CreateFailureMechanismSection(new[] { - new Point2D(0, 0), + locationStructureA, new Point2D(1, 1) })); ClosingStructuresFailureMechanismSectionResult sectionWithCalculationAtStructureA = failureMechanism.SectionResults.ElementAt(0); sectionWithCalculationAtStructureA.Calculation = calculationWithStructureA; - failureMechanism.AddSection(new FailureMechanismSection(string.Empty, new[] + failureMechanism.AddSection(FailureMechanismSectionTestFactory.CreateFailureMechanismSection(new[] { new Point2D(1, 1), - new Point2D(2, 2) + locationStructureB })); ClosingStructuresFailureMechanismSectionResult sectionWithCalculationAtStructureB = failureMechanism.SectionResults.ElementAt(1); sectionWithCalculationAtStructureB.Calculation = calculationWithStructureBAndOutput;