Index: DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex
===================================================================
diff -u -r4428 -r4429
--- DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex	(.../DAM UI - Test document.tex)	(revision 4428)
+++ DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex	(.../DAM UI - Test document.tex)	(revision 4429)
@@ -657,36 +657,26 @@
 \quad Required safety factor piping & \ChoiceAnswer & \AddComment \\
 \EmptyRow
 \multicolumn{3}{l}{\underline{Item selection: All - Kun je iets invullen bij de volgende kolommen:}} \\
-\quad X location (RDS) [m] & \ChoiceAnswer & \AddComment \\
 \quad Y location (RDS) [m] & \ChoiceAnswer & \AddComment \\
-\quad Dike & \ChoiceAnswer & \AddComment \\
+\quad X location (RDS) [m] & \ChoiceAnswer & \AddComment \\
 \quad Segment & \ChoiceAnswer & \AddComment \\
 \quad Description & \ChoiceAnswer & \AddComment \\
 \quad Traffic load [kN/m³] & \ChoiceAnswer & \AddComment \\
 \quad Degree of consolidation [\%] & \ChoiceAnswer & \AddComment \\
-\quad Polder level [m] & \ChoiceAnswer & \AddComment \\
-\quad Head PL2 [m] & \ChoiceAnswer & \AddComment \\
+\quad Dike & \ChoiceAnswer & \AddComment \\
 \quad Damping factor PL3 [-] & \ChoiceAnswer & \AddComment \\
-\quad Damping factor PL4 [-] & \ChoiceAnswer & \AddComment \\
 \quad Distance to Entrypoint [m] & \ChoiceAnswer & \AddComment \\
+\quad Damping factor PL4 [-] & \ChoiceAnswer & \AddComment \\
 \quad Penetration length [m] & \ChoiceAnswer & \AddComment \\
 \quad Slope damping factor & \ChoiceAnswer & \AddComment \\
 \multicolumn{3}{l}{\quad PL-Line creation [-]} \\
 \quad \quad Expert Knowledge & \ChoiceAnswer & \AddComment \\
 \quad \quad Expert knowledge linear in dike & \ChoiceAnswer & \AddComment \\
-\multicolumn{3}{l}{\quad Intrusion vertical water pressure} \\
-\quad \quad DAM Standard & \ChoiceAnswer & \AddComment \\
-\quad \quad Linear & \ChoiceAnswer & \AddComment \\
-\quad \quad Full hydrostatic & \ChoiceAnswer & \AddComment \\
-\quad \quad Hydrostatic & \ChoiceAnswer & \AddComment \\
-\quad \quad Semi time dependent & \ChoiceAnswer & \AddComment \\
 \quad Minimum circle depth [m] & \ChoiceAnswer & \AddComment \\
 \multicolumn{3}{l}{\quad Zone type} \\
 \quad \quad No zones & \ChoiceAnswer & \AddComment \\
-\quad \quad Zone areas & \ChoiceAnswer & \AddComment \\
 \quad \quad Forbidden zones & \ChoiceAnswer & \AddComment \\
-\quad Forbidden Zone Factor [-] & \ChoiceAnswer & \AddComment \\
-\quad Zone Area Rest Slope Crest Width [m] & \ChoiceAnswer & \AddComment \\
+\quad Forbidden zone factor [-] & \ChoiceAnswer & \AddComment \\
 \quad Dike emb. material & \ChoiceAnswer & \AddComment \\
 \quad Shoulder emb. material & \ChoiceAnswer & \AddComment \\
 \quad Shoulder growth slope [-] & \ChoiceAnswer & \AddComment \\
@@ -718,7 +708,13 @@
 \quad New width ditch bottom & \ChoiceAnswer & \AddComment \\
 \quad New slope ditch & \ChoiceAnswer & \AddComment \\
 \quad New depth ditch & \ChoiceAnswer & \AddComment \\
-\quad LocalXZSurfaceLine2 & \ChoiceAnswer & \AddComment \\
+\multicolumn{3}{l}{\quad Intrusion vertical water pressure} \\
+\quad \quad DAM Standard & \ChoiceAnswer & \AddComment \\
+\quad \quad Linear & \ChoiceAnswer & \AddComment \\
+\quad \quad Full hydrostatic & \ChoiceAnswer & \AddComment \\
+\quad \quad Hydrostatic & \ChoiceAnswer & \AddComment \\
+\quad \quad Semi time dependent & \ChoiceAnswer & \AddComment \\
+\quad Surface line & \ChoiceAnswer & \AddComment \\
 \EndTable
 
 \section{DAM -- Tables - Design calculations Tab - Stability Modulus}