Index: DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex
===================================================================
diff -u -r5040 -r5106
--- DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex	(.../DAM UI - Test document.tex)	(revision 5040)
+++ DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex	(.../DAM UI - Test document.tex)	(revision 5106)
@@ -363,11 +363,10 @@
 \quad Snap grid distance (Uitlijn raster afstand) & \ChoiceAnswer & \AddComment \\
 \EndTable
 
+\chapter{DAM - Input}
 
-\chapter{DAM -- Stability Modulus}
-
-\section{DAM -- Properties -- Location Tab -- Stability Modulus (Eigenschappen - Locatie Tab)}
-
+\section{DAM -- Stability Modulus}
+\subsection{DAM -- Properties -- Location Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Identification (Identificatie) - Is het volgende aanwezig en disabled?}} \\
 \quad Dike (Kering) & \ChoiceAnswer & \AddComment \\
@@ -396,8 +395,7 @@
 \quad Slope adaption delta X (Talud stapgrootte) & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Properties -- Location scenarios Tab -- Stability Modulus (Eigenschappen - Locatie scenario's)}
-
+\subsection{DAM -- Properties -- Location scenarios Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \multicolumn{3}{l}{\quad Filter columns (Filter kolommen)} \\
@@ -444,8 +442,7 @@
 \quad Required safety factor piping (Vereiste veiligheidsfactor piping) & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Properties -- Surface line Tab -- Stability Modulus (Eigenschappen -- Hoogtegeometrie)}
-
+\subsection{DAM -- Properties -- Surface line Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \quad \quad Copy (Kopiëren) & \ChoiceAnswer & \AddComment \\
@@ -461,8 +458,7 @@
 \quad Kan je iets anders selecteren voor de Characteristic points (Karakteristiek punt)? & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Properties -- Calculation Tab -- Stability Modulus (Eigenschappen -- Berekening Tab)}
-
+\subsection{DAM -- Properties -- Calculation Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Input (Invoer)}} \\
 \multicolumn{3}{l}{\quad Zijn de volgende opties aanwezig en disabled?} \\
@@ -490,8 +486,7 @@
 \EmptyRow
 \EndTable
 
-\section{DAM -- Tables -- Materials Tab -- Stability Modulus (Tabellen -- Materialen Tab)}
-
+\subsection{DAM -- Tables -- Materials Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \quad Add (Toevoegen) & \ChoiceAnswer & \AddComment \\
@@ -555,8 +550,7 @@
 \quad POP & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Tables -- Locations Tab -- Stability Modulus}
-
+\subsection{DAM -- Tables -- Locations Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \quad Copy & \ChoiceAnswer & \AddComment \\
@@ -712,92 +706,16 @@
 \quad Surface line & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Tables - Design calculations Tab - Stability Modulus}
-
+\subsection{DAM -- Validation messages Tab}
 \BeginTable
-\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
-\quad Copy & \ChoiceAnswer & \AddComment \\
-\quad Paste & \ChoiceAnswer & \AddComment \\
-\quad Fits columns & \ChoiceAnswer & \AddComment \\
-\quad Edit & \ChoiceAnswer & \AddComment \\
-\quad Edit unit & \ChoiceAnswer & \AddComment \\
-\quad Export & \ChoiceAnswer & \AddComment \\
-\EmptyRow
 \multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\
-\quad Location & \ChoiceAnswer & \AddComment \\
-\quad Scenario & \ChoiceAnswer & \AddComment \\
-\quad Calculation result & \ChoiceAnswer & \AddComment \\
-\quad X location (RDS) [m] & \ChoiceAnswer & \AddComment \\
-\quad Y location (RDS) [m] & \ChoiceAnswer & \AddComment \\
-\quad Analysis & \ChoiceAnswer & \AddComment \\
-\quad Uplift & \ChoiceAnswer & \AddComment \\
-\quad Profile Name & \ChoiceAnswer & \AddComment \\
-\quad Profile Probability [÷] & \ChoiceAnswer & \AddComment \\
-\quad Stability Model [-] & \ChoiceAnswer & \AddComment \\
-\quad Safety factor [-] & \ChoiceAnswer & \AddComment \\
-\quad Shoulder height [m] & \ChoiceAnswer & \AddComment \\
-\quad X Bottom new slope [m] & \ChoiceAnswer & \AddComment \\
-\quad Z Bottom new slope [m] & \ChoiceAnswer & \AddComment \\
-\quad Required safety factor [-] & \ChoiceAnswer & \AddComment \\
-\quad River level & \ChoiceAnswer & \AddComment \\
-\quad River level low & \ChoiceAnswer & \AddComment \\
-\quad Dike table height & \ChoiceAnswer & \AddComment \\
-\quad Slope damping factor & \ChoiceAnswer & \AddComment \\
-\quad Dike length [m] & \ChoiceAnswer & \AddComment \\
-\quad PL3 uplift [-] & \ChoiceAnswer & \AddComment \\
-\quad PL3 head adjusted [m] & \ChoiceAnswer & \AddComment \\
-\quad PL3 location uplift (X-local) [m] & \ChoiceAnswer & \AddComment \\
-\quad PL3 location uplift (X-global) [m] & \ChoiceAnswer & \AddComment \\
-\quad PL3 location uplift (Y-global) [m] & \ChoiceAnswer & \AddComment \\
-\quad PL4 uplift [-] & \ChoiceAnswer & \AddComment \\
-\quad PL4 head adjusted [m] & \ChoiceAnswer & \AddComment \\
-\quad PL4 uplift (X-local) [m] & \ChoiceAnswer & \AddComment \\
-\quad PL4 uplift (X-global) [m] & \ChoiceAnswer & \AddComment \\
-\quad PL4 uplift (Y-global) [m] & \ChoiceAnswer & \AddComment \\
-\quad Entry point piping X local [m] & \ChoiceAnswer & \AddComment \\
-\quad Entry point piping X global [m] & \ChoiceAnswer & \AddComment \\
-\quad Entry point piping Y global [m] & \ChoiceAnswer & \AddComment \\
-\quad Exit point piping X local [m] & \ChoiceAnswer & \AddComment \\
-\quad Exit point piping X global [m] & \ChoiceAnswer & \AddComment \\
-\quad Exit point piping Y global [m] & \ChoiceAnswer & \AddComment \\
-\quad Seepage length piping [m] & \ChoiceAnswer & \AddComment \\
-\quad Uplift safety factor [-] & \ChoiceAnswer & \AddComment \\
-\quad Backward erosion safety factor (WBI) [-] & \ChoiceAnswer & \AddComment \\
-\quad Backward erosion hc (WBI) [m] & \ChoiceAnswer & \AddComment \\
-\quad Backward erosion DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\
-\quad Backward erosion reduced DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\
-\quad Uplift safety factor (WBI) [-] & \ChoiceAnswer & \AddComment \\
-\quad Uplift hc (WBI) [m] & \ChoiceAnswer & \AddComment \\
-\quad Uplift DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\
-\quad Heave safety factor (WBI) [-] & \ChoiceAnswer & \AddComment \\
-\quad Heave hc (WBI) [m] & \ChoiceAnswer & \AddComment \\
-\quad Heave gradient (WBI) [-] & \ChoiceAnswer & \AddComment \\
-\quad Piping safety factor (WBI) [-] & \ChoiceAnswer & \AddComment \\
-\quad Piping hc (WBI) [m] & \ChoiceAnswer & \AddComment \\
-\quad Effective stress exit point(WBI) [kN/m²] & \ChoiceAnswer & \AddComment \\
-\quad Backward erosion CCreep (WBI) [-] & \ChoiceAnswer & \AddComment \\
-\quad Result message & \ChoiceAnswer & \AddComment \\
-\quad Exception message & \ChoiceAnswer & \AddComment \\
-\quad Notes & \ChoiceAnswer & \AddComment \\
-\quad Number of iterations & \ChoiceAnswer & \AddComment \\
-\multicolumn{3}{l}{\quad Evaluation} \\
-\quad \quad Accepted & \ChoiceAnswer & \AddComment \\
-\quad \quad Rejected & \ChoiceAnswer & \AddComment \\
-\quad \quad Not evaluated & \ChoiceAnswer & \AddComment \\
-\EndTable
-
-\section{DAM -- Validation messages Tab -- Stability Modulus}
-
-\BeginTable
-\multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\
 \quad Severity & \ChoiceAnswer & \AddComment \\
 \quad Message & \ChoiceAnswer & \AddComment \\
 \quad Subject & \ChoiceAnswer & \AddComment \\
 \quad Repair & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Log Tab -- Stability Modulus}
-
+\subsection{DAM -- Log Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\
 \quad Message & \ChoiceAnswer & \AddComment \\
@@ -814,10 +732,8 @@
 \quad Aquifer cluster in het dijklichaam voor 1D en 2D & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\chapter{DAM -- Piping Modulus}
-
-\section{DAM -- Properties -- Location Tab -- Piping Modulus}
-
+\section{DAM -- Piping Modulus}
+\subsection{DAM -- Properties -- Location Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Klopt de volgende informatie: }} \\
 \quad Dike & \ChoiceAnswer & \AddComment \\
@@ -846,8 +762,7 @@
 \quad Slope adaption delta X & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Properties -- Location scenarios Tab -- Piping Modulus}
-
+\subsection{DAM -- Properties -- Location scenarios Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \multicolumn{3}{l}{\quad Filter columns} \\
@@ -887,8 +802,7 @@
 \quad Required safety factor piping & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Properties -- Surface line Tab -- Piping Modulus}
-
+\subsection{DAM -- Properties -- Surface line Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \quad Copy & \ChoiceAnswer & \AddComment \\
@@ -916,8 +830,7 @@
 \quad None & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Properties -- Calculation Tab -- Piping Modulus}
-
+\subsection{DAM -- Properties -- Calculation Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Input}} \\
 \multicolumn{3}{l}{\quad Zijn de volgende opties aanwezig en disabled?} \\
@@ -943,8 +856,7 @@
 \quad Notes & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Tables -- Materials Tab -- Piping modulus}
-
+\subsection{DAM -- Tables -- Materials Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \quad Add & \ChoiceAnswer & \AddComment \\
@@ -1015,9 +927,7 @@
 
 \EndTable
 
-
-\section{DAM -- Tables -- Locations Tab -- Piping Modulus}
-
+\subsection{DAM -- Tables -- Locations Tab}
 \BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \quad Copy & \ChoiceAnswer & \AddComment \\
@@ -1172,9 +1082,26 @@
 \quad Surface line & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Tables -- Design calculations Tab -- Piping Modulus}
+\subsection{DAM -- Validation messages Tab}
+\BeginTable
+\multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\
+\quad Severity & \ChoiceAnswer & \AddComment \\
+\quad Message & \ChoiceAnswer & \AddComment \\
+\quad Subject & \ChoiceAnswer & \AddComment \\
+\quad Repair & \ChoiceAnswer & \AddComment \\
+\EndTable
 
+\subsection{DAM -- Log Tab}
 \BeginTable
+\multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\
+\quad Message & \ChoiceAnswer & \AddComment \\
+\quad Subject & \ChoiceAnswer & \AddComment \\
+\EndTable
+
+\chapter{DAM -- Calculation \& Results}
+\section{DAM -- Piping Modulus}
+\subsection{DAM -- Tables -- Design calculations Tab}
+\BeginTable
 \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
 \quad Copy & \ChoiceAnswer & \AddComment \\
 \quad Paste & \ChoiceAnswer & \AddComment \\
@@ -1246,28 +1173,82 @@
 \quad \quad Not evaluated & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Validation messages Tab -- Piping Modulus}
-
+\section{DAM -- Stability Modulus}
+\subsection{DAM -- Tables -- Design calculations Tab}
 \BeginTable
+\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\
+\quad Copy & \ChoiceAnswer & \AddComment \\
+\quad Paste & \ChoiceAnswer & \AddComment \\
+\quad Fits columns & \ChoiceAnswer & \AddComment \\
+\quad Edit & \ChoiceAnswer & \AddComment \\
+\quad Edit unit & \ChoiceAnswer & \AddComment \\
+\quad Export & \ChoiceAnswer & \AddComment \\
+\EmptyRow
 \multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\
-\quad Severity & \ChoiceAnswer & \AddComment \\
-\quad Message & \ChoiceAnswer & \AddComment \\
-\quad Subject & \ChoiceAnswer & \AddComment \\
-\quad Repair & \ChoiceAnswer & \AddComment \\
+\quad Location & \ChoiceAnswer & \AddComment \\
+\quad Scenario & \ChoiceAnswer & \AddComment \\
+\quad Calculation result & \ChoiceAnswer & \AddComment \\
+\quad X location (RDS) [m] & \ChoiceAnswer & \AddComment \\
+\quad Y location (RDS) [m] & \ChoiceAnswer & \AddComment \\
+\quad Analysis & \ChoiceAnswer & \AddComment \\
+\quad Uplift & \ChoiceAnswer & \AddComment \\
+\quad Profile Name & \ChoiceAnswer & \AddComment \\
+\quad Profile Probability [÷] & \ChoiceAnswer & \AddComment \\
+\quad Stability Model [-] & \ChoiceAnswer & \AddComment \\
+\quad Safety factor [-] & \ChoiceAnswer & \AddComment \\
+\quad Shoulder height [m] & \ChoiceAnswer & \AddComment \\
+\quad X Bottom new slope [m] & \ChoiceAnswer & \AddComment \\
+\quad Z Bottom new slope [m] & \ChoiceAnswer & \AddComment \\
+\quad Required safety factor [-] & \ChoiceAnswer & \AddComment \\
+\quad River level & \ChoiceAnswer & \AddComment \\
+\quad River level low & \ChoiceAnswer & \AddComment \\
+\quad Dike table height & \ChoiceAnswer & \AddComment \\
+\quad Slope damping factor & \ChoiceAnswer & \AddComment \\
+\quad Dike length [m] & \ChoiceAnswer & \AddComment \\
+\quad PL3 uplift [-] & \ChoiceAnswer & \AddComment \\
+\quad PL3 head adjusted [m] & \ChoiceAnswer & \AddComment \\
+\quad PL3 location uplift (X-local) [m] & \ChoiceAnswer & \AddComment \\
+\quad PL3 location uplift (X-global) [m] & \ChoiceAnswer & \AddComment \\
+\quad PL3 location uplift (Y-global) [m] & \ChoiceAnswer & \AddComment \\
+\quad PL4 uplift [-] & \ChoiceAnswer & \AddComment \\
+\quad PL4 head adjusted [m] & \ChoiceAnswer & \AddComment \\
+\quad PL4 uplift (X-local) [m] & \ChoiceAnswer & \AddComment \\
+\quad PL4 uplift (X-global) [m] & \ChoiceAnswer & \AddComment \\
+\quad PL4 uplift (Y-global) [m] & \ChoiceAnswer & \AddComment \\
+\quad Entry point piping X local [m] & \ChoiceAnswer & \AddComment \\
+\quad Entry point piping X global [m] & \ChoiceAnswer & \AddComment \\
+\quad Entry point piping Y global [m] & \ChoiceAnswer & \AddComment \\
+\quad Exit point piping X local [m] & \ChoiceAnswer & \AddComment \\
+\quad Exit point piping X global [m] & \ChoiceAnswer & \AddComment \\
+\quad Exit point piping Y global [m] & \ChoiceAnswer & \AddComment \\
+\quad Seepage length piping [m] & \ChoiceAnswer & \AddComment \\
+\quad Uplift safety factor [-] & \ChoiceAnswer & \AddComment \\
+\quad Backward erosion safety factor (WBI) [-] & \ChoiceAnswer & \AddComment \\
+\quad Backward erosion hc (WBI) [m] & \ChoiceAnswer & \AddComment \\
+\quad Backward erosion DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\
+\quad Backward erosion reduced DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\
+\quad Uplift safety factor (WBI) [-] & \ChoiceAnswer & \AddComment \\
+\quad Uplift hc (WBI) [m] & \ChoiceAnswer & \AddComment \\
+\quad Uplift DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\
+\quad Heave safety factor (WBI) [-] & \ChoiceAnswer & \AddComment \\
+\quad Heave hc (WBI) [m] & \ChoiceAnswer & \AddComment \\
+\quad Heave gradient (WBI) [-] & \ChoiceAnswer & \AddComment \\
+\quad Piping safety factor (WBI) [-] & \ChoiceAnswer & \AddComment \\
+\quad Piping hc (WBI) [m] & \ChoiceAnswer & \AddComment \\
+\quad Effective stress exit point(WBI) [kN/m²] & \ChoiceAnswer & \AddComment \\
+\quad Backward erosion CCreep (WBI) [-] & \ChoiceAnswer & \AddComment \\
+\quad Result message & \ChoiceAnswer & \AddComment \\
+\quad Exception message & \ChoiceAnswer & \AddComment \\
+\quad Notes & \ChoiceAnswer & \AddComment \\
+\quad Number of iterations & \ChoiceAnswer & \AddComment \\
+\multicolumn{3}{l}{\quad Evaluation} \\
+\quad \quad Accepted & \ChoiceAnswer & \AddComment \\
+\quad \quad Rejected & \ChoiceAnswer & \AddComment \\
+\quad \quad Not evaluated & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\section{DAM -- Log Tab -- Piping Modulus}
-
+\subsection{DAM -- Waternet creator}
 \BeginTable
-\multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\
-\quad Message & \ChoiceAnswer & \AddComment \\
-\quad Subject & \ChoiceAnswer & \AddComment \\
-\EndTable
-
-\chapter{DAM -- Waternet creator}
-\section{DAM -- Tables -- Location Tab -- Intrusion vertical water pressure}
-
-\BeginTable
 \Instructions{Open TestWaternet\_v24\_1DProfile.damx van /trunk/data/NewTestData/WaternetCreator. Selecteer de onderstaande opties voor Intrustion vertical water pressure, bereken en open het gecreëerde stix bestand in D-Stability.} \\
 \multicolumn{3}{l}{\underline{Worden de juiste waternet lines gemaakt zoals beschreven in de handleiding voor de volgende opties:}} \\
 \quad DAM Standard & \ChoiceAnswer & \AddComment \\
@@ -1291,6 +1272,16 @@
 \quad 31.329;-9.999 & \ChoiceAnswer & \AddComment \\
 \EndTable
 
+\subsection{DAM -- Stix File Writer}
+\BeginTable
+\Instructions{Voer een berekening uit. Open vervolgens de gecreëerde stix file in D-Stability.} \\
+\quad Bevat de stix file de 2D geometrie, waternet lines en berekenings grid? & \ChoiceAnswer & \AddComment \\
+\quad Heeft de stix file de juiste sigma tau tabellen? & \ChoiceAnswer & \AddComment \\
+\quad Hebben de soils/materialen de juiste shear stress mode toegekend? & \ChoiceAnswer & \AddComment \\
+\quad Kun je de berekening in D-Stability uitvoeren? & \ChoiceAnswer & \AddComment \\
+\quad Is de berekende safety factor hetzelfde als in DAM? & \ChoiceAnswer & \AddComment \\
+\EndTable
+
 \chapter{DAM -- 2D geometry}
 \BeginTable
 \Instructions{Open een nieuw project.} \\
@@ -1303,15 +1294,5 @@
 \quad Is na berekening een stix file aanwezig in de berekenings directory? & \ChoiceAnswer & \AddComment \\
 \EndTable
 
-\chapter{DAM -- Stix File Writer}
-\BeginTable
-\Instructions{Voer een berekening uit. Open vervolgens de gecreëerde stix file in D-Stability.} \\
-\quad Bevat de stix file de 2D geometrie, waternet lines en berekenings grid? & \ChoiceAnswer & \AddComment \\
-\quad Heeft de stix file de juiste sigma tau tabellen? & \ChoiceAnswer & \AddComment \\
-\quad Hebben de soils/materialen de juiste shear stress mode toegekend? & \ChoiceAnswer & \AddComment \\
-\quad Kun je de berekening in D-Stability uitvoeren? & \ChoiceAnswer & \AddComment \\
-\quad Is de berekende safety factor hetzelfde als in DAM? & \ChoiceAnswer & \AddComment \\
-\EndTable
-
 \end{Form}
 \end{document}