Index: DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex
===================================================================
diff -u -r6869 -r6871
--- DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex	(.../DAM UI - User manual.tex)	(revision 6869)
+++ DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex	(.../DAM UI - User manual.tex)	(revision 6871)
@@ -3429,24 +3429,12 @@
 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 
-Pl1\_id & StringId & - & no & Reference to Pl1-line \\ \hline 
 polderlevel & Float & m & yes & Level of water in polder \\ \hline 
-polderlevellow & Float & m & no & Water level in polder (summer) \\ \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 
-grass\_quality & Float &  & no & Quality of grass (overtopping) \\ \hline 
-Direction & Float & degree & no & Direction of waves (overtopping) \\ \hline 
 Ophoogmateriaaldijk & StringId & - & no & Material to use for raising dike \\ \hline 
 Ophoogmateriaalberm & StringId & - & no & Material to use for generating shoulder \\ \hline 
-Sheetpile\_x & Float & m & no & RD X-coördinate top of sheet pile \\ \hline 
-Sheetpile\_y & Float & m & no & RD Y-coördinate top of sheet pile \\ \hline 
-Sheetpile\_z & Float & m & no & RD Z-coördinate top of sheet pile \\ \hline 
-Sheetpile\_length & Float & m & no & Length of sheet pile \\ \hline 
-RWBankProtectionBottomLevel & Float & m & no & Level of bottom of the sheetpiling in m-NAP \newline NOT IMPLEMENTED YET \\ \hline 
-use\_original\_plline\_assignments & Boolean & - & no & Use the original assignments of the PL-Lines of the orginal geometry, instead of using expert knowledge to do this ;only applicable when 2D-geometries are used to create the MStab projects. \newline 
--- true \newline
--- false \\ \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 
@@ -3459,27 +3447,8 @@
 -- ExpertKnowledgeRRD \newline
 -- ExpertKnowledgeLinearInDike \newline
 -- GaugesWithFallbackToExpertKnowledgeRRD \\ \hline 
-level\_reduction\_inside & Float & m & no & Amount with which the surfacelevel will be lowered at polder side \\ \hline 
-level\_reduction\_outside & Float & m & no & Amount with which the surfacelevel will be lowered at rivers side \\ \hline 
-layer\_height\_distribution & StringId & - & No & Probabilistic distribution of layer\_height \newline
-Possible values (attention: case sensitive!): \newline
--- None \newline
--- Uniform \newline
--- Normal \newline
--- LogNormal \newline
--- Exponential \newline
--- Gamma \newline
--- Beta \newline
--- Frechet \newline
--- Weibull \\ \hline 
-layer\_height\_deviation & Float & m & No & Probabilistic deviation of layer\_height \\ \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 
-Materiaaltypedijk & StringId & - & No & Type of material of dike (zand, klei, veen) \\ \hline 
-bp\_tp & Float & m & No & Normative boezem level \\ \hline 
-bp\_hbp & Float & m & No & Boezem level mean waterlevel \\ \hline 
-bp\_lbp & Float & m & No & Boezem level mean low waterlevel \\ \hline 
-Baggerdiepte & Float & m & No & Dredging depth in boezem \\ \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 
@@ -3506,7 +3475,6 @@
 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 
-detrimentfactor & Float & - & No & Detriment factor \\ \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
@@ -3629,22 +3597,23 @@
 Naast de weergegeven kolommen, zijn er nog meer kolommen mogelijk. 
 Deze zijn allen in onderstaande tabel weergegeven te weten:
 
-\begin{table}[H]
 \begin{footnotesize}
-\begin{tabular}{|p{55mm}|p{10mm}|p{10mm}|p{10mm}|p{\textwidth-60pt-85mm}|} \hline
+\begin{longtable}{|p{55mm}|p{10mm}|p{9mm}|p{12mm}|p{\textwidth-60pt-86mm}|} \hline
 \textbf{Name} & \textbf{Type} & \textbf{Unit} & \textbf{Required} & \textbf{Description} \\ \hline
+\endfirsthead
+\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
-water\_height\_decimerings\_hoogte & Float & m & no & water height difference (+ or -) with chance of occurrence 10 times as low as the specified water height \\ \hline
-max\_waterheight & Float & m & no & when applying water\_height\_decimerings\_hoogte the upper boundary is set by this value \\ \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
+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
@@ -3655,9 +3624,8 @@
 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
-\end{tabular}
+\end{longtable}
 \end{footnotesize}
-\end{table}
 
 \chapter{Voorbeeld soils.csv}
 \label{app:VoorbeeldSoilsCsv}
