Index: dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_BlighInputFile.xml
===================================================================
diff -u -r628 -r635
--- dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_BlighInputFile.xml	(.../PipingVoorbeeld1_BlighInputFile.xml)	(revision 628)
+++ dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_BlighInputFile.xml	(.../PipingVoorbeeld1_BlighInputFile.xml)	(revision 635)
@@ -1,7 +1,7 @@
 <?xml version="1.0" encoding="utf-8"?>
 <Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="Bligh" AnalysisType="NoAdaption">
   <Locations>
-    <Location SurfaceLineName="Profiel 1" SegmentName="1">
+    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1">
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0" HeadPl2="0" HeadPl3="3.6" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" HeadPl4="3.8" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" />