Index: DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex
===================================================================
diff -u -r6878 -r6883
--- DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex	(.../DAM UI - User manual.tex)	(revision 6878)
+++ DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex	(.../DAM UI - User manual.tex)	(revision 6883)
@@ -3427,49 +3427,44 @@
 \hline
 \textbf{Name} & \textbf{Type} & \textbf{Unit} & \textbf{Required} & \textbf{Description} \\
 \endhead
-Location\_id & StringId & - & yes & Name of location \\ \hline
-Surfaceline\_id & StringId & - & yes & Reference to surfaceline \\ \hline 
-Segment\_id & StringId & - & yes & Reference to segment \\ \hline 
+location\_id & StringId & - & yes & Name of location \\ \hline
+surfaceline\_id & StringId & - & yes & Reference to surfaceline \\ \hline 
+segment\_id & StringId & - & yes & Reference to segment \\ \hline 
+dikering\_id & StringId & - & no & Name of the dike \\ \hline 
 geo\_x & Float & m & yes & X-coördinate \\ \hline 
 geo\_y & Float & m & yes & Y-coördinate \\ \hline 
 x\_soilgeometry2D\_origin & Float & m & no & The  distance in x-direction between the origin of the soilgeometry2D and the first point of the surfaceline \\ \hline 
 polderlevel & Float & m & yes & Level of water in polder \\ \hline 
 head\_pl2 & Float & m & yes & Head of PL-Line2 \\ \hline 
 head\_pl3 & Float & m & no & Head of PL-Line3; use MHW if not specified \\ \hline 
 head\_pl4 & Float & m & no & Head of PL-Line4; use MHW if not specified \\ \hline 
-Ophoogmateriaaldijk & StringId & - & no & Material to use for raising dike \\ \hline 
-Ophoogmateriaalberm & StringId & - & no & Material to use for generating shoulder \\ \hline 
+ophoogmateriaaldijk & StringId & - & no & Material to use for raising dike \\ \hline 
+ophoogmateriaalberm & StringId & - & no & Material to use for generating shoulder \\ \hline 
 PenetrationLength & Float & m & yes & indringingslengte (for PL2); must >= 0; if 0 then no indringing is applied \\ \hline 
 TrafficLoad & Float & kN/m$^{\text{2}}$ & yes & Load of traffic (non-uniform load will be added for this) \\ \hline 
 TrafficLoadDistributionAngle & Float & degree & no & Distribution angle of the traffic load \\ \hline 
 minimal\_circle\_depth & Float & m & no & Minimal depth of circle of stability \\ \hline 
 dempingsfactor\_pl3 & Float & - & yes & Factor of damping for PL-Line 3 (deep sandlayer) (0.0 -1.0) \\ \hline 
 dempingsfactor\_pl4 & Float & - & yes & Factor of damping for PL-Line 4 (in between sandlayer) (0.0 -1.0) \\ \hline 
-SlopeDampingPiezometricHeight PolderSide & Float & - & no & Factor for damping PL3 and PL4 in hinterland (0.0-1.0) \\ \hline 
 PLLineCreationMethod & StringId & - & no & Method for creating PL-Lines \newline
 Possible values (attention: case sensitive!): \newline
 -- ExpertKnowledgeRRD \newline
 -- ExpertKnowledgeLinearInDike \newline
 -- GaugesWithFallbackToExpertKnowledgeRRD \\ \hline 
+safety\_factor\_piping & Float & - & no & required safety factor for piping for design option. \\ \hline
+safety\_factor\_stability\_inner\_slope & Float & - & no & required safety factor for stability innerslope for design option. \\ \hline
+safety\_factor\_stability\_outer\_slope & Float & - & no & required safety factor for stability outerslope for design option for design option. \\ \hline
 uplift\_criterion\_piping & Float & - & No & Criterion to determine if uplift occurs for piping. \\ \hline 
 uplift\_criterion\_stability & Float & - & No & Criterion to determine if uplift occurs for stability. \\ \hline 
 distance\_to\_entry\_point & Float & m & No & Distance from toe of dike to entry point of river in deep sandlayer \\ \hline 
 PLLineOffsetBelowDikeTopAtRiver & Float & m & No & PL1 below top of dike (riverside) \\ \hline 
 PLLineOffsetBelowDikeTopAtPolder & Float & m & No & PL1 below top of dike (polderside) \\ \hline 
 PLLineOffsetBelowShoulderBase Inside & Float & m & No & PL1 below top of shoulder (polderside) \\ \hline 
 PLLineOffsetBelowDikeToeAtPolder & Float & m & No & PL1 below toe of dike (polderside) \\ \hline 
-PLLineOffsetDryBelowDikeTop AtRiver & Float & m & No & PL1 below top of dike (riverside) in dry situtation \\ \hline 
-PLLineOffsetDryBelowDikeTopAt Polder & Float & m & No & PL1 below top of dike (polderside) in dry situtation \\ \hline 
-PLLineOffsetDryBelowShoulder BaseInside & Float & m & No & PL1 below top of shoulder (polderside) in dry situtation \\ \hline 
-PLLineOffsetDryBelowDikeToeAt Polder & Float & m & No & PL1 below toe of dike (polderside) in dry situtation \\ \hline 
 UsePLLineOffsetBelowDikeCrest Middle & Boolean & - & No & Use the Offset below the middle of the dike crest for pl-line 1. \\ \hline 
 PLLineOffsetBelowDikeCrestMiddle & Float & m & No & Offset below the middle of the dike crest for pl-line 1. \\ \hline 
 UsePLLineOffsetFactorBelow ShoulderCrest & Boolean & - & No & Use the Offset below the shoulder crest defined as factor (0-1) on the difference in height between shoulder crest and shoulder (= dike) toe for pl-line 1. \\ \hline 
 PLLineOffsetFactorBelowShoulder Crest & Float & - & No & Offset below the shoulder crest defined as factor (0-1) on the difference in height between shoulder crest and shoulder (= dike) toe for pl-line 1. \\ \hline 
-UsePLLineOffsetDryBelowDike CrestMiddle & Boolean & - & No & Use the Offset below the middle of the dike crest for pl-line 1 in dry situtation. \\ \hline 
-PLLineOffsetDryBelowDikeCrest Middle & Float & m & No & Offset below the middle of the dike crest for pl-line 1 in dry situtation. \\ \hline 
-UsePLLineOffsetDryFactorBelow ShoulderCrest & Boolean & - & No & Use the Offset below the shoulder crest defined as factor (0-1) on the difference in height between shoulder crest and shoulder (= dike) toe for pl-line 1 in dry situtation. \\ \hline 
-PLLineOffsetDryFactorBelow ShoulderCrest & Float & - & No & Offset below the shoulder crest defined as factor (0-1) on the difference in height between shoulder crest and shoulder (= dike) toe for pl-line 1 in dry situtation. \\ \hline 
 IntrusionVerticalWaterPressure & String id & - & No & Defines how vertical water pressures should intrude. Options are (case insensitive): \newline
 -- Standard \newline
 -- Linear \newline
@@ -3479,6 +3474,7 @@
 StabilityShoulderGrowSlope & Float & m & No & Shoulder growth slope for stability design \\ \hline 
 StabilityShoulderGrowDeltaX & Float & m & No & Shoulder growth delta X for stability design \\ \hline 
 StabilitySlopeAdaptionDeltaX & Float & m & No & Slope adaption delta X for stability design \\ \hline 
+SlopeDampingPiezometricHeight PolderSide & Float & m & No & The slope at which PL3 and PL4 decrease from the dike toe on the polder side to the polder level. \\ \hline 
 DikeTableHeight & Float & m & No & Dike table height \\ \hline 
 StabilityDesignMethod & String Id & - & No & Design method \newline
 -- OptimizedSlopeAndShoulderAdaption (apply slope adaption when slipcircle exits in slope, apply shoulder when slipcircle exits in polder) \newline
@@ -3487,6 +3483,8 @@
 Possible values (attention: case sensitive!): \newline
 -- NoZones \newline
 -- ForbiddenZone \\ \hline 
+ForbiddenZoneFactor & Float & m & No & Factor indicating where the left limit of the forbidden zone lies: 
+0 corresponds to the dike crest at polder and 1 corresponds to the dike toe at polder, see also \autoref{fig:VerbodenZoneFactor}. \\ \hline 
 SlopeAdaptionStartCotangent & Float & - & No & Start slope for design method SlopeAdaptionBeforeShoulderAdaption \\ \hline 
 SlopeAdaptionEndCotangent & Float & - & No & End slope for design method SlopeAdaptionBeforeShoulderAdaption \\ \hline 
 SlopeAdaptionStepCotangent & Float & - & No & Step of slope for design method SlopeAdaptionBeforeShoulderAdaption \\ \hline 
@@ -3508,6 +3506,8 @@
 NewWidthDitchBottom & Float & m & No & Design method: value of the width of the bottom of the new ditch. \\ \hline 
 NewDepthDitch & Float & m & No & Design method: value of the depth of the bottom of the new ditch (related to polder level). \\ \hline 
 NewSlopeAngleDitch & Float & - & No & Design method: value of the slope angles of the new ditch. \\ \hline 
+water\_height & Float & m & No & River level (MHW). \\ \hline
+water\_height\_low & Float & m & No & River level low (GLW). \\ \hline
 \end{longtable}
 \end{footnotesize}
 
@@ -3608,26 +3608,28 @@
 \hline
 \textbf{Name} & \textbf{Type} & \textbf{Unit} & \textbf{Required} & \textbf{Description} \\
 \endhead
-Location\_id & StringId & - & yes & Reference to location (in locations.csv) \\ \hline
-Location\_scenario\_id & Integer & - & yes & Sequence number of scenario for location. \\ \hline
-water\_height & Float & m & yes & Waterheight for scenario (MHW). \\ \hline
-water\_height\_low & Float & m & no & Waterheight lw for scenario (GLW). \\ \hline
-dike\_table\_height & Float & m & yes & Dike table height for scenario. \\ \hline
-safety\_factor\_piping & Float & - & no & required safety factor for piping for design option. \\ \hline
-safety\_factor\_stability\_inner\_slope & Float & - & no & required safety factor for stability innerslope for design option. \\ \hline
-safety\_factor\_stability\_outer\_slope & Float & - & no & required safety factor for stability outerslope for design option for design option. \\ \hline
-uplift\_criterion\_piping & Float & - & no & Criterion to determine if uplift occurs for piping. \\ \hline
-uplift\_criterion\_stability & Float & - & no & Criterion to determine if uplift occurs for stability. \\ \hline
-PLLineOffsetBelowDikeTopAtRiver & Float & m & no & Offset below the dike top at river for pl-line 1. \\ \hline
-PLLineOffsetBelowDikeTopAtPolder & Float & m & no & Offset below the dike top at polder for pl-line 1. \\ \hline
-PLLineOffsetBelowShoulderBaseInside & Float & m & no & Offset below the base of the shoulder inside for pl-line 1. \\ \hline
-PLLineOffsetBelowDikeToeAtPolder & Float & m & no & Offset below the dike toe at polder for pl-line 1. \\ \hline
+Location\_id & StringId & - & Yes & Reference to location (in locations.csv) \\ \hline
+Location\_scenario\_id & Integer & - & Yes & Sequence number of scenario for location. \\ \hline
+water\_height & Float & m & No & River level for scenario (MHW). \\ \hline
+water\_height\_low & Float & m & No & River level low for scenario (GLW). \\ \hline
+dike\_table\_height & Float & m & No & Dike table height for scenario. \\ \hline
+safety\_factor\_piping & Float & - & No & required safety factor for piping for design option. \\ \hline
+safety\_factor\_stability\_inner\_slope & Float & - & No & required safety factor for stability innerslope for design option. \\ \hline
+safety\_factor\_stability\_outer\_slope & Float & - & No & required safety factor for stability outerslope for design option for design option. \\ \hline
+uplift\_criterion\_piping & Float & - & No & Criterion to determine if uplift occurs for piping. \\ \hline
+uplift\_criterion\_stability & Float & - & No & Criterion to determine if uplift occurs for stability. \\ \hline
+PLLineOffsetBelowDikeTopAtRiver & Float & m & No & Offset below the dike top at river for pl-line 1. \\ \hline
+PLLineOffsetBelowDikeTopAtPolder & Float & m & No & Offset below the dike top at polder for pl-line 1. \\ \hline
+PLLineOffsetBelowShoulderBaseInside & Float & m & No & Offset below the base of the shoulder inside for pl-line 1. \\ \hline
+PLLineOffsetBelowDikeToeAtPolder & Float & m & No & Offset below the dike toe at polder for pl-line 1. \\ \hline
 UsePLLineOffsetBelowDikeCrestMiddle & Boolean & - & No & Use the Offset below the middle of the dike crest for pl-line 1. \\ \hline
 PLLineOffsetBelowDikeCrestMiddle & Float & m & No & Offset below the middle of the dike crest for pl-line 1. \\ \hline
 UsePLLineOffsetFactorBelowShoulderCrest & Boolean & - & No & Use the Offset below the shoulder crest defined as factor (0-1) on the difference in height between shoulder crest and shoulder (= dike) toe for pl-line 1. \\ \hline
 PLLineOffsetFactorBelowShoulderCrest & Float & - & No & Offset below the shoulder crest defined as factor (0-1) on the difference in height between shoulder crest and shoulder (= dike) toe for pl-line 1. \\ \hline
-HeadPL3 & Float & m & No & Head for pl-line 3. \\ \hline
-HeadPL4 & Float & m & No & Head for pl-line 4. \\ \hline
+head\_pl3 & Float & m & No & Head for pl-line 3. \\ \hline
+head\_pL4 & Float & m & No & Head for pl-line 4. \\ \hline
+polderlevel & Float & m & No & Level of water in polder. \\ \hline 
+head\_pl2 & Float & m & No & Head for pl-line 2. \\ \hline
 \end{longtable}
 \end{footnotesize}
 
@@ -3831,35 +3833,23 @@
      <Attribute Key="7" Id="PolderLevel" DataSource="PolderLevel.shp" Name="PLHIGH" />
      <Attribute Key="8" Id="PolderLevellow" DataSource="PolderLevel.shp" Name="PLLOW" />     
      <Attribute Key="18" Id="head_pl3" DataSource="HeadPL3.shp" Name="HEADPL3" />
-     <Attribute Key="19" Id="materiaaltypedijk" DataSource="Materiaaltypedijk.shp" Name="MATDIKE" />
      <Attribute Key="19" Id="ophoogmateriaaldijk" DataSource="DikeMaterial.shp" Name="DikeMtrl" />
      <Attribute Key="18" Id="dempingsfactor_pl3" DataSource="DampingFactorPL3.shp" Name="DAMPINGPL3" />
      <Attribute Key="19" Id="dempingsfactor_pl4" DataSource="DampingFactorPL4.shp" Name="DAMPINGPL4" />
-     <Attribute Key="20" Id="Sheetpile_length" DataSource="SheetPileLength.shp" Name="SHTPLLGTH" />
-     <Attribute Key="22" Id="RWBankProtectionBottomLevel" DataSource="SheetPileLength.shp" Name="ONDDMWND" />
      <Attribute Key="25" Id="PenetrationLength" DataSource="PenetrationLength.shp" Name="PENLENGTH" />
      <Attribute Key="26" Id="TrafficLoad" DataSource="TrafficLoad.shp" Name="TRAFLOAD" />
      <Attribute Key="27" Id="PLLineCreationMethod" DataSource="PLLineCreationMethod.shp" Name="PLCRTMTHD" />
      <Attribute Key="28" Id="PLLineOffsetBelowDikeTopAtRiver" DataSource="PLLines.shp" Name="PLOBDTOPR" />
      <Attribute Key="29" Id="PLLineOffsetBelowDikeTopAtPolder" DataSource="PLLines.shp" Name="PLOBDTOPP" />
      <Attribute Key="30" Id="PLLineOffsetBelowShoulderBaseInside" DataSource="PLLines.shp" Name="PLOBSB" />
      <Attribute Key="31" Id="PLLineOffsetBelowDikeToeAtPolder" DataSource="PLLines.shp" Name="PLOBDTOEP" />
-     <Attribute Key="32" Id="PLLineOffsetDryBelowDikeTopAtRiver" DataSource="PLLines.shp" Name="PLODBDTOPR" />
-     <Attribute Key="33" Id="PLLineOffsetDryBelowDikeTopAtPolder" DataSource="PLLines.shp" Name="PLODBDTOPP" />
-     <Attribute Key="34" Id="PLLineOffsetDryBelowShoulderBaseInside" DataSource="PLLines.shp" Name="PLODBSB" />
-     <Attribute Key="35" Id="PLLineOffsetDryBelowDikeToeAtPolder" DataSource="PLLines.shp" Name="PLODBDTOEP" />
-     <Attribute Key="40" Id="baggerdiepte" DataSource="Baggerdiepte.shp" Name="DRDGDEPTH" />
-     <Attribute Key="40" Id="bp_tp" DataSource="MBPPROV.shp" Name="mbp" />
-     <Attribute Key="41" Id="bp_hbp" DataSource="BP_GWS.shp" Name="BPGWS" />
-     <Attribute Key="42" Id="bp_lbp" DataSource="BP_GLW.shp" Name="BPGLW" />
      <Attribute Key="43" Id="minimal_circle_depth" DataSource="MinimalCircleDepth.shp" Name="MINCLDEPTH" />
      <Attribute Key="48" Id="safety_factor_piping" DataSource="SafetyFactorPiping.shp" Name="FPIPING" />
      <Attribute Key="54" Id="uplift_criterion_piping" DataSource="UpliftCriterionPiping.shp" Name="UPLPIPING" />
      <Attribute Key="56" Id="uplift_criterion_stability" DataSource="UpliftCriterionStability.shp" Name="UPLSTAB" />     
      <Attribute Key="60" Id="Location_id" DataSource="LocationID.shp" Name="LocationId" />         
      <Attribute Key="61" Id="DikeRing_id" DataSource="LocationID.shp" Name="DikeRingId" /> 
      <Attribute Key="64" Id="segment_id" DataSource="segments.shp" Name="CODE" />         
-     <Attribute Key="64" Id="DetrimentFactor" DataSource="Schadefactor.shp" Name="SCHADEFACT" />         
   </DataAttributes>
 </DatasourceContainer>
 \end{verbatim}