Index: DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex =================================================================== diff -u -r5855 -r5856 --- DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex (.../DAM UI - Test document.tex) (revision 5855) +++ DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex (.../DAM UI - Test document.tex) (revision 5856) @@ -381,8 +381,7 @@ \chapter{DAM - Input} -\section{DAM -- Stability Modulus} -\subsection{DAM -- Properties -- Location Tab} +\section{DAM -- Properties -- Location Tab} \BeginTable \multicolumn{3}{l}{\underline{Identification (Identificatie) - Is het volgende aanwezig en disabled?}} \\ \quad Dike (Kering) & \ChoiceAnswer & \AddComment \\ @@ -411,7 +410,7 @@ \quad Slope adaption delta X (Talud stapgrootte) & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Properties -- Location scenarios Tab} +\section{DAM -- Properties -- Location scenarios Tab} \BeginTable \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ \multicolumn{3}{l}{\quad Filter columns (Filter kolommen)} \\ @@ -458,7 +457,7 @@ \quad Required safety factor piping (Vereiste veiligheidsfactor piping) & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Properties -- Surface line Tab} +\section{DAM -- Properties -- Surface line Tab} \BeginTable \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ \quad \quad Copy (Kopiëren) & \ChoiceAnswer & \AddComment \\ @@ -474,7 +473,7 @@ \quad Kan je iets anders selecteren voor de Characteristic points (Karakteristiek punt)? & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Properties -- Calculation Tab} +\section{DAM -- Properties -- Calculation Tab} \BeginTable \multicolumn{3}{l}{\underline{Input (Invoer)}} \\ \multicolumn{3}{l}{\quad Zijn de volgende opties aanwezig en disabled?} \\ @@ -502,7 +501,7 @@ \EmptyRow \EndTable -\subsection{DAM -- Properties -- Calculation Tab - Bishop} +\section{DAM -- Properties -- Calculation Tab - Bishop} \BeginTable \multicolumn{3}{l}{\quad Is de volgende optie aanwezig en enabled?} \\ \quad Determination search area (Bishop): \\ @@ -512,7 +511,7 @@ \quad Search Method & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Properties -- Calculation Tab - Uplift Van} +\section{DAM -- Properties -- Calculation Tab - Uplift Van} \BeginTable \multicolumn{3}{l}{\quad Is de volgende optie aanwezig en enabled?} \\ \quad Search method (UV): \\ @@ -529,7 +528,7 @@ \quad \quad Specified & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Properties -- Calculation Tab - Bishop/Uplift Van} +\section{DAM -- Properties -- Calculation Tab - Bishop/Uplift Van} \BeginTable \multicolumn{3}{l}{\quad Is de volgende optie aanwezig en enabled?} \\ \quad Search method (UV): \\ @@ -550,7 +549,7 @@ \quad \quad Specified & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Tables -- Materials Tab} +\section{DAM -- Tables -- Materials Tab} \BeginTable \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ \quad Add (Toevoegen) & \ChoiceAnswer & \AddComment \\ @@ -616,7 +615,7 @@ \quad POP & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Tables -- Locations Tab} +\section{DAM -- Tables -- Locations Tab} \BeginTable \multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ \quad Copy & \ChoiceAnswer & \AddComment \\ @@ -772,7 +771,7 @@ \quad Surface line & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Validation messages Tab} +\section{DAM -- Validation messages Tab} \BeginTable \multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\ \quad Severity & \ChoiceAnswer & \AddComment \\ @@ -781,391 +780,20 @@ \quad Repair & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Log Tab} +\section{DAM -- Log Tab} \BeginTable \multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\ \quad Message & \ChoiceAnswer & \AddComment \\ \quad Subject & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{Analysis type} +\section{DAM -- Analysis type} \BeginTable \Instructions{Open de tutorial en selecteer Adapt geometry voor Analysis type.} \\ \quad Is de aangepaste geometrie hetzelfde als in release 19.1.2? & \ChoiceAnswer & \AddComment \\ \EndTable -\section{DAM -- Piping Modulus} -\subsection{DAM -- Properties -- Location Tab} -\BeginTable -\multicolumn{3}{l}{\underline{Klopt de volgende informatie: }} \\ -\quad Dike & \ChoiceAnswer & \AddComment \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad X location (RDS) & \ChoiceAnswer & \AddComment \\ -\quad Y location (RDS) & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Load - Kun je iets invullen bij: }} \\ -\quad Traffic load & \ChoiceAnswer & \AddComment \\ -\quad Degree of consolidation & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Calculation - Kun je iets invullen bij:}} \\ -\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 Zone type:} \\ -\quad \quad No zones & \ChoiceAnswer & \AddComment \\ -\quad \quad Forbidden zones & \ChoiceAnswer & \AddComment \\ -\quad Minimum circle depth & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Design - Kun je iets invullen bij:}} \\ -\quad Dike emb. material & \ChoiceAnswer & \AddComment \\ -\quad Shoulder emb. material & \ChoiceAnswer & \AddComment \\ -\quad Shoulder growth slope & \ChoiceAnswer & \AddComment \\ -\quad Shoulder growth delta X & \ChoiceAnswer & \AddComment \\ -\quad Slope adaption delta X & \ChoiceAnswer & \AddComment \\ -\EndTable -\subsection{DAM -- Properties -- Location scenarios Tab} -\BeginTable -\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ -\multicolumn{3}{l}{\quad Filter columns} \\ -\quad \quad All & \ChoiceAnswer & \AddComment \\ -\quad \quad Inside stability & \ChoiceAnswer & \AddComment \\ -\quad \quad Piping & \ChoiceAnswer & \AddComment \\ -\quad \quad PL line schematization & \ChoiceAnswer & \AddComment \\ -\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 -\EmptyRow -\multicolumn{3}{l}{\underline{Zijn de volgende kolommen aanwezig:}} \\ -\quad ID Location Scenario & \ChoiceAnswer & \AddComment \\ -\quad River level [m] & \ChoiceAnswer & \AddComment \\ -\quad River level low [m] & \ChoiceAnswer & \AddComment \\ -\quad Dike table height [m] & \ChoiceAnswer & \AddComment \\ -\quad Polder level [m] & \ChoiceAnswer & \AddComment \\ -\quad Uplift criterion piping & \ChoiceAnswer & \AddComment \\ -\quad Uplift criterion stability & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below top dike (river) [m] & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below top dike (polder) [m] & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below shoulder base (polder) [m] & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below toe of dike (polder) [m] & \ChoiceAnswer & \AddComment \\ -\quad Use PL1 offset below middle of dike crest [-] & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below middle of dike crest [m] & \ChoiceAnswer & \AddComment \\ -\quad Use PL1 offset factor below shoulder crest inside [-] & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below shoulder crest inside [÷] & \ChoiceAnswer & \AddComment \\ -\quad Head PL2 [m] & \ChoiceAnswer & \AddComment \\ -\quad Head PL3 [m] & \ChoiceAnswer & \AddComment \\ -\quad Head PL4 [m] & \ChoiceAnswer & \AddComment \\ -\quad Required safety factor stability inner slope & \ChoiceAnswer & \AddComment \\ -\quad Required safety factor stability outer slope & \ChoiceAnswer & \AddComment \\ -\quad Required safety factor piping & \ChoiceAnswer & \AddComment \\ -\EndTable - -\subsection{DAM -- Properties -- Surface line Tab} -\BeginTable -\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ -\quad Copy & \ChoiceAnswer & \AddComment \\ -\quad Fits columns & \ChoiceAnswer & \AddComment \\ -\quad Edit Unit & \ChoiceAnswer & \AddComment \\ -\quad Export & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Characteristic point - Kun je kiezen uit de volgende opties?}} \\ -\quad Surface level outside & \ChoiceAnswer & \AddComment \\ -\quad Dike toe at river & \ChoiceAnswer & \AddComment \\ -\quad Shoulder crest outside & \ChoiceAnswer & \AddComment \\ -\quad Shoulder base outside & \ChoiceAnswer & \AddComment \\ -\quad Dike crest at river & \ChoiceAnswer & \AddComment \\ -\quad Traffic load outside & \ChoiceAnswer & \AddComment \\ -\quad Traffic load inside & \ChoiceAnswer & \AddComment \\ -\quad Dike crest at polder & \ChoiceAnswer & \AddComment \\ -\quad Shoulder base inside & \ChoiceAnswer & \AddComment \\ -\quad Shoulder crest inside & \ChoiceAnswer & \AddComment \\ -\quad Dike toe at polder & \ChoiceAnswer & \AddComment \\ -\quad Ditch dike side & \ChoiceAnswer & \AddComment \\ -\quad Bottom ditch dike side & \ChoiceAnswer & \AddComment \\ -\quad Bottom ditch polder side & \ChoiceAnswer & \AddComment \\ -\quad Ditch polder side & \ChoiceAnswer & \AddComment \\ -\quad Surface level inside & \ChoiceAnswer & \AddComment \\ -\quad None & \ChoiceAnswer & \AddComment \\ -\EndTable - -\subsection{DAM -- Properties -- Calculation Tab} -\BeginTable -\multicolumn{3}{l}{\underline{Input}} \\ -\multicolumn{3}{l}{\quad Zijn de volgende opties aanwezig en disabled?} \\ -\quad \quad Location & \ChoiceAnswer & \AddComment \\ -\quad \quad Profile name & \ChoiceAnswer & \AddComment \\ -\quad \quad Stability model & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Input - Kun je iets invullen bij: }} \\ -\quad Scenario Name & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Results}} \\ -\multicolumn{3}{l}{\quad Zijn de volgende opties aanwezig en disabled?} \\ -\quad \quad Safety factor & \ChoiceAnswer & \AddComment \\ -\quad \quad Calculation result & \ChoiceAnswer & \AddComment \\ -\quad \quad Number of iterations & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Evaluation - Kun je het volgende selecteren:}} \\ -\quad Accepted & \ChoiceAnswer & \AddComment \\ -\quad Rejected & \ChoiceAnswer & \AddComment \\ -\quad Not evaluated & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Evaluation - Kun je iets invullen bij }} \\ -\quad Notes & \ChoiceAnswer & \AddComment \\ -\EndTable - -\subsection{DAM -- Tables -- Materials Tab} -\BeginTable -\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ -\quad Add & \ChoiceAnswer & \AddComment \\ -\quad Delete & \ChoiceAnswer & \AddComment \\ -\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 \\ -\quad Item selection & \ChoiceAnswer & \AddComment \\ -\quad \quad All & \ChoiceAnswer & \AddComment \\ -\quad \quad Macrostability & \ChoiceAnswer & \AddComment \\ -\quad \quad Piping & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij All?}} \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad Color & \ChoiceAnswer & \AddComment \\ -\quad Soil type & \ChoiceAnswer & \AddComment \\ -\quad Saturated unit weight & \ChoiceAnswer & \AddComment \\ -\quad Unsaturated unit weight & \ChoiceAnswer & \AddComment \\ -\quad Cohesion & \ChoiceAnswer & \AddComment \\ -\quad Friction angle & \ChoiceAnswer & \AddComment \\ -\quad Diameter D70 & \ChoiceAnswer & \AddComment \\ -\quad Permeability X & \ChoiceAnswer & \AddComment \\ -\quad Shear strength model & \ChoiceAnswer & \AddComment \\ -\quad Strength increase exp & \ChoiceAnswer & \AddComment \\ -\quad Ratio Su/Pc & \ChoiceAnswer & \AddComment \\ -\quad POP & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij Macrostability?}} \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad Color & \ChoiceAnswer & \AddComment \\ -\quad Soil type & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij Piping?}} \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad Color & \ChoiceAnswer & \AddComment \\ -\quad Soil type & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Item selection - All: Kun je iets invullen bij de volgende kolommen?}} \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad Color & \ChoiceAnswer & \AddComment \\ -\quad Soil type & \ChoiceAnswer & \AddComment \\ -\quad \quad Sand & \ChoiceAnswer & \AddComment \\ -\quad \quad Peat & \ChoiceAnswer & \AddComment \\ -\quad \quad Loam & \ChoiceAnswer & \AddComment \\ -\quad \quad Clay & \ChoiceAnswer & \AddComment \\ -\quad \quad Gravel & \ChoiceAnswer & \AddComment \\ -\quad Saturated unit weight & \ChoiceAnswer & \AddComment \\ -\quad Unsaturated unit weight & \ChoiceAnswer & \AddComment \\ -\quad Cohesion & \ChoiceAnswer & \AddComment \\ -\quad Friction angle & \ChoiceAnswer & \AddComment \\ -\quad Diameter D70 & \ChoiceAnswer & \AddComment \\ -\quad Permeability X & \ChoiceAnswer & \AddComment \\ -\quad Shear strength model & \ChoiceAnswer & \AddComment \\ -\quad \quad None & \ChoiceAnswer & \AddComment \\ -\quad \quad C phi & \ChoiceAnswer & \AddComment \\ -\quad \quad Stress table & \ChoiceAnswer & \AddComment \\ -\quad \quad Pseudo values & \ChoiceAnswer & \AddComment \\ -\quad \quad Su measured & \ChoiceAnswer & \AddComment \\ -\quad \quad Su calculated & \ChoiceAnswer & \AddComment \\ -\quad \quad Su gradient & \ChoiceAnswer & \AddComment \\ -\quad \quad Su calculated with yield & \ChoiceAnswer & \AddComment \\ -\quad \quad C phi or Su calculated & \ChoiceAnswer & \AddComment \\\ -\quad POP & \ChoiceAnswer & \AddComment \\ -\EmptyRow - -\EndTable - -\subsection{DAM -- Tables -- Locations 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 \\ -\multicolumn{3}{l}{\quad Item selection} \\ -\quad \quad All & \ChoiceAnswer & \AddComment \\ -\quad \quad Main items & \ChoiceAnswer & \AddComment \\ -\quad \quad Dike & \ChoiceAnswer & \AddComment \\ -\quad \quad Water levels & \ChoiceAnswer & \AddComment \\ -\quad \quad Design & \ChoiceAnswer & \AddComment \\ -\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij Main items?}} \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad Y location (RDS) [m] & \ChoiceAnswer & \AddComment \\ -\quad X location (RDS) [m] & \ChoiceAnswer & \AddComment \\ -\quad Zone type & \ChoiceAnswer & \AddComment \\ -\quad Forbidden zone factor [-] & \ChoiceAnswer & \AddComment \\ -\quad Dike emb. material & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij Dike?}} \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad Dike & \ChoiceAnswer & \AddComment \\ -\quad Segment & \ChoiceAnswer & \AddComment \\ -\quad Description & \ChoiceAnswer & \AddComment \\ -\quad Traffic load [kN/m³] & \ChoiceAnswer & \AddComment \\ -\quad Degree of consolidation [\%] & \ChoiceAnswer & \AddComment \\ -\quad Minimum circle depth [m] & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij Water levels?}} \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad Damping factor PL3 [-] & \ChoiceAnswer & \AddComment \\ -\quad Damping factor PL4 [-] & \ChoiceAnswer & \AddComment \\ -\quad Penetration length [m] & \ChoiceAnswer & \AddComment \\ -\quad Slope damping factor & \ChoiceAnswer & \AddComment \\ -\quad PL-Line creation [-] & \ChoiceAnswer & \AddComment \\ -\quad Intrusion vertical water pressure & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij Design?}} \\ -\quad Name & \ChoiceAnswer & \AddComment \\ -\quad Shoulder emb. material & \ChoiceAnswer & \AddComment \\ -\quad Shoulder growth slope [-] & \ChoiceAnswer & \AddComment \\ -\quad Shoulder growth delta X [m] & \ChoiceAnswer & \AddComment \\ -\quad Slope adaption delta X [m] & \ChoiceAnswer & \AddComment \\ -\quad Redesign dike height & \ChoiceAnswer & \AddComment \\ -\quad Redesign dike shoulder & \ChoiceAnswer & \AddComment \\ -\quad Stability design method & \ChoiceAnswer & \AddComment \\ -\quad Start value for design of slope & \ChoiceAnswer & \AddComment \\ -\quad End value for design of slope & \ChoiceAnswer & \AddComment \\ -\quad Step value for design of slope & \ChoiceAnswer & \AddComment \\ -\quad Use new width crest & \ChoiceAnswer & \AddComment \\ -\quad New width crest & \ChoiceAnswer & \AddComment \\ -\quad Use new slope inside & \ChoiceAnswer & \AddComment \\ -\quad New slope inside & \ChoiceAnswer & \AddComment \\ -\quad Use new slope outside & \ChoiceAnswer & \AddComment \\ -\quad New slope outside & \ChoiceAnswer & \AddComment \\ -\quad Use new top slope shoulder & \ChoiceAnswer & \AddComment \\ -\quad New top slope shoulder & \ChoiceAnswer & \AddComment \\ -\quad Use new base slope shoulder & \ChoiceAnswer & \AddComment \\ -\quad New base slope shoulder & \ChoiceAnswer & \AddComment \\ -\quad Use the value for new allowed height of shoulder as fraction of dike height & \ChoiceAnswer & \AddComment \\ -\quad New allowed height shoulder & \ChoiceAnswer & \AddComment \\ -\quad Use new allowed distance toe-ditch & \ChoiceAnswer & \AddComment \\ -\quad New allowed distance toe-ditch & \ChoiceAnswer & \AddComment \\ -\quad Use new definition ditch & \ChoiceAnswer & \AddComment \\ -\quad New width ditch bottom & \ChoiceAnswer & \AddComment \\ -\quad New slope ditch & \ChoiceAnswer & \AddComment \\ -\quad New depth ditch & \ChoiceAnswer & \AddComment \\ -\EmptyRow -\multicolumn{3}{l}{\underline{Item selection: All - Name -Kun je iets invullen bij de volgende kolommen?}} \\ -\quad River level & \ChoiceAnswer & \AddComment \\ -\quad River level low & \ChoiceAnswer & \AddComment \\ -\quad Dike table height & \ChoiceAnswer & \AddComment \\ -\quad Polder level & \ChoiceAnswer & \AddComment \\ -\quad Uplift criterion piping & \ChoiceAnswer & \AddComment \\ -\quad Uplift criterion stability & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below top dike (river) & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below top dike (polder) & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below shoulder base (polder) & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below toe of dike (polder) & \ChoiceAnswer & \AddComment \\ -\quad Use PL1 offset below middle of dike crest & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below middle of dike crest & \ChoiceAnswer & \AddComment \\ -\quad Use PL1 offset factor below shoulder crest inside & \ChoiceAnswer & \AddComment \\ -\quad PL1 offset below shoulder crest inside & \ChoiceAnswer & \AddComment \\ -\quad Head PL2 & \ChoiceAnswer & \AddComment \\ -\quad Head PL3 & \ChoiceAnswer & \AddComment \\ -\quad Head PL4 & \ChoiceAnswer & \AddComment \\ -\quad Required safety factor stability inner slope & \ChoiceAnswer & \AddComment \\ -\quad Required safety factor stability outer slope & \ChoiceAnswer & \AddComment \\ -\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 Segment & \ChoiceAnswer & \AddComment \\ -\quad Description & \ChoiceAnswer & \AddComment \\ -\quad Traffic load [kN/m³] & \ChoiceAnswer & \AddComment \\ -\quad Degree of consolidation [\%] & \ChoiceAnswer & \AddComment \\ -\quad Damping factor PL3 [-] & \ChoiceAnswer & \AddComment \\ -\quad Damping factor PL4 [-] & \ChoiceAnswer & \AddComment \\ -\quad Distance to Entrypoint [m] & \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 Forbidden zones & \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 \\ -\quad Shoulder growth delta X [m] & \ChoiceAnswer & \AddComment \\ -\quad Slope adaption delta X [m] & \ChoiceAnswer & \AddComment \\ -\quad Redesign dike height & \ChoiceAnswer & \AddComment \\ -\quad Redesign dike shoulder & \ChoiceAnswer & \AddComment \\ -\multicolumn{3}{l}{\quad Stability design method} \\ -\quad \quad Optimized slope and shoulder adaption & \ChoiceAnswer & \AddComment \\ -\quad \quad Slope adaption before shoulder adaption & \ChoiceAnswer & \AddComment \\ -\quad Start value for design of slope & \ChoiceAnswer & \AddComment \\ -\quad End value for design of slope & \ChoiceAnswer & \AddComment \\ -\quad Step value for design of slope & \ChoiceAnswer & \AddComment \\ -\quad Use new width crest & \ChoiceAnswer & \AddComment \\ -\quad New width crest & \ChoiceAnswer & \AddComment \\ -\quad Use new slope inside & \ChoiceAnswer & \AddComment \\ -\quad New slope inside & \ChoiceAnswer & \AddComment \\ -\quad Use new slope outside & \ChoiceAnswer & \AddComment \\ -\quad New slope outside & \ChoiceAnswer & \AddComment \\ -\quad Use new top slope shoulder & \ChoiceAnswer & \AddComment \\ -\quad New top slope shoulder & \ChoiceAnswer & \AddComment \\ -\quad Use new base slope shoulder & \ChoiceAnswer & \AddComment \\ -\quad New base slope shoulder & \ChoiceAnswer & \AddComment \\ -\quad Use the value for new allowed height of shoulder as fraction of dike height & \ChoiceAnswer & \AddComment \\ -\quad New allowed height shoulder & \ChoiceAnswer & \AddComment \\ -\quad Use new allowed distance toe-ditch & \ChoiceAnswer & \AddComment \\ -\quad New allowed distance toe-ditch & \ChoiceAnswer & \AddComment \\ -\quad Use new definition ditch & \ChoiceAnswer & \AddComment \\ -\quad New width ditch bottom & \ChoiceAnswer & \AddComment \\ -\quad New slope ditch & \ChoiceAnswer & \AddComment \\ -\quad New depth ditch & \ChoiceAnswer & \AddComment \\ -\quad Surface line & \ChoiceAnswer & \AddComment \\ -\EndTable - -\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 - -\subsection{Analysis type} -\BeginTable -\Instructions{Open de tutorial en selecteer Adapt geometry voor Analysis type.} \\ -\quad Is de aangepaste geometrie hetzelfde als in release 19.1.2? & \ChoiceAnswer & \AddComment \\ -\EndTable - \chapter{DAM -- Calculation \& Results} \section{DAM -- Piping Modulus} \subsection{DAM -- Tables -- Design calculations Tab}