Index: DamClients/DamUI/trunk/src/Dam/Tests/TestData/CSVData/Full1DProject/csvfiles/locations.csv
===================================================================
diff -u -r2422 -r2467
--- DamClients/DamUI/trunk/src/Dam/Tests/TestData/CSVData/Full1DProject/csvfiles/locations.csv	(.../locations.csv)	(revision 2422)
+++ DamClients/DamUI/trunk/src/Dam/Tests/TestData/CSVData/Full1DProject/csvfiles/locations.csv	(.../locations.csv)	(revision 2467)
@@ -1,3 +1,3 @@
-location_id;surfaceline_id;segment_id;geo_x;geo_y;x_soilgeometry2D_origin;Pl1_id;polderlevel;polderlevellow;head_pl2;head_pl3;head_pl4;Grass_quality;Direction;Ophoogmateriaaldijk;Ophoogmateriaalberm;Sheetpile_x;Sheetpile_y;Sheetpile_z;Sheetpile_length;use_original_plline_assignments;PenetrationLength;TrafficLoad;minimal_circle_depth;dempingsfactor_pl3;dempingsfactor_pl4;PLLineCreationMethod;level_reduction_inside;level_reduction_outside;layer_height_distribution;layer_height_deviation;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;probability_of_failure_stability_innerslope;probability_of_failure_stability_outerslope;probability_of_failure_piping;uplift_criterion_piping;uplift_criterion_stability;Materiaaltypedijk;bp_tp;bp_hbp;bp_lbp;Baggerdiepte;distance_to_entry_point;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLineOffsetBelowDikeToeAtPolder;PLLineOffsetDryBelowDikeTopAtRiver;PLLineOffsetDryBelowDikeTopAtPolder;PLLineOffsetDryBelowShoulderBaseInside;PLLineOffsetDryBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;detrimentfactor;DikeTableHeight;TL_DegreeOfConsolidation;water_height;water_height_low;water_height_decimerings_hoogte;max_waterheight
+location_id;surfaceline_id;segment_id;geo_x;geo_y;x_soilgeometry2D_origin;Pl1_id;polderlevel;polderlevellow;head_pl2;head_pl3;head_pl4;Grass_quality;Direction;Ophoogmateriaaldijk;Ophoogmateriaalberm;Sheetpile_x;Sheetpile_y;Sheetpile_z;Sheetpile_length;use_original_plline_assignments;PenetrationLength;TrafficLoad;minimal_circle_depth;dempingsfactor_pl3;dempingsfactor_pl4;PLLineCreationMethod;level_reduction_inside;level_reduction_outside;layer_height_distribution;layer_height_deviation;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;probability_of_failure_stability_innerslope;probability_of_failure_stability_outerslope;probability_of_failure_piping;uplift_criterion_piping;uplift_criterion_stability;Materiaaltypedijk;bp_tp;bp_hbp;bp_lbp;Baggerdiepte;distance_to_entry_point;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLineOffsetBelowDikeToeAtPolder;PLLineOffsetDryBelowDikeTopAtRiver;PLLineOffsetDryBelowDikeTopAtPolder;PLLineOffsetDryBelowShoulderBaseInside;PLLineOffsetDryBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;detrimentfactor;dike_table_height;TL_DegreeOfConsolidation;water_height;water_height_low;water_height_decimerings_hoogte;max_waterheight
 16-1-1-C-3-Z;16-1-1-C-3-Z;1043;124330;441312;1;16-1-1-C-3-Z;0,9;0,2;13,056;0,9;0,8;1;1;klei;klei2;1;2;3;12;TRUE;1,3;10;1,5;0,30;0,40;ExpertKnowledgeRRD;1;2;Uniform;0,1;1,2;1,3;1,4;0,01;0,02;0,03;1,1;1,2;klei;1,0;1,1;1,2;2,0;2,1;0,5;0,6;0,1;0,2;0,6;1,6;0,2;0,3;2,0;0,2;0,5;0,9;3,5;10,12;3,6;3,7;3,8;3,9
 25-2-2-A-1-A;25-2-2-A-1-A;106;66586;424173;2;25-2-2-A-1-A;-0,25;-0,25;0,8727;-0,25;-0,25;1;1;klei;klei2;1;2;3;12;FALSE;1,3;10;1,5;0,30;0,40;ExpertKnowledgeRRD;1;2;Uniform;0,1;1,2;1,3;1,4;0,01;0,02;0,03;1,1;1,2;klei;1,0;1,1;1,2;2,0;2,1;0,5;0,6;0,1;0,2;0,6;1,6;0,2;0,3;2,0;0,2;0,5;0,9;3,5;22,44;3,6;3,7;3,8;3,9