Index: DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex =================================================================== diff -u -r6234 -r6258 --- DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex (.../DAM UI - Test document.tex) (revision 6234) +++ DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex (.../DAM UI - Test document.tex) (revision 6258) @@ -762,265 +762,269 @@ \quad Nieuwe helling sloot & \ChoiceAnswer & \AddComment \\ \quad Nieuwe diepte sloot & \ChoiceAnswer & \AddComment \\ \EmptyRow -\multicolumn{3}{l}{\underline{Item selectie: Alles - 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 \\ +\multicolumn{3}{l}{\underline{Item selectie: Alles - Naam - Kun je iets invullen bij de volgende kolommen?}} \\ +\quad Buitenwaterstand & \ChoiceAnswer & \AddComment \\ +\quad Lage buitenwaterstand & \ChoiceAnswer & \AddComment \\ +\quad DTH & \ChoiceAnswer & \AddComment \\ +\quad Polderpeil & \ChoiceAnswer & \AddComment \\ +\quad Criterium opdrijven bij piping & \ChoiceAnswer & \AddComment \\ +\quad Criterium opdrijven bij stabiliteit & \ChoiceAnswer & \AddComment \\ +\quad PL1-buitenkruin offset & \ChoiceAnswer & \AddComment \\ +\quad PL1-binnenkruin offset & \ChoiceAnswer & \AddComment \\ +\quad PL1-Insteek binnenberm offset & \ChoiceAnswer & \AddComment \\ +\quad PL1-binnenteen offset & \ChoiceAnswer & \AddComment \\ +\quad Gebruik PL1-kruin midden offset & \ChoiceAnswer & \AddComment \\ +\quad PL1-kruin midden offset & \ChoiceAnswer & \AddComment \\ +\quad Gebruik PL1-offset factor kruin binnenberm & \ChoiceAnswer & \AddComment \\ +\quad PL1-offset kruin binnenberm & \ChoiceAnswer & \AddComment \\ +\quad Stijghoogte PL2 & \ChoiceAnswer & \AddComment \\ +\quad Stijghoogte PL3 & \ChoiceAnswer & \AddComment \\ +\quad Stijghoogte PL4 & \ChoiceAnswer & \AddComment \\ +\quad Vereiste veiligheidsfactor binnenwaartse stabiliteit & \ChoiceAnswer & \AddComment \\ +\quad Vereiste veiligheidsfactor buitenwaartse stabiliteit & \ChoiceAnswer & \AddComment \\ +\quad Vereiste veiligheidsfactor piping & \ChoiceAnswer & \AddComment \\ \EmptyRow -\multicolumn{3}{l}{\underline{Item selection: All - Kun je iets invullen bij de volgende kolommen:}} \\ -\quad Y location (RDS) [m] & \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 Dike & \ChoiceAnswer & \AddComment \\ -\quad Damping factor PL3 [-] & \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 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 \\ +\multicolumn{3}{l}{\underline{Item selectie: Alles - Kun je iets invullen bij de volgende kolommen:}} \\ +\quad X (RD) [m] & \ChoiceAnswer & \AddComment \\ +\quad Y (RD) [m] & \ChoiceAnswer & \AddComment \\ +\quad Kering & \ChoiceAnswer & \AddComment \\ +\quad SegmentId & \ChoiceAnswer & \AddComment \\ +\quad Beschrijving & \ChoiceAnswer & \AddComment \\ +\quad Verkeersbelasting [kN/m³] & \ChoiceAnswer & \AddComment \\ +\quad Consolidatiegraad [\%] & \ChoiceAnswer & \AddComment \\ +\quad Dempingsfactor PL3 [-] & \ChoiceAnswer & \AddComment \\ +\quad Dempingsfactor PL4 [-] & \ChoiceAnswer & \AddComment \\ +\quad Afstand tot intrede punt [m] & \ChoiceAnswer & \AddComment \\ +\quad Indringingslengte [m] & \ChoiceAnswer & \AddComment \\ +\quad Helling demping PL3/PL4 & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Generatie WSP [-]} \\ +\quad \quad Expert Kennis & \ChoiceAnswer & \AddComment \\ +\quad \quad Expertkennis lineair in dijk & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Verloop waterspanning (verticaal)} \\ +\quad \quad DAM Standaard & \ChoiceAnswer & \AddComment \\ +\quad \quad Lineair & \ChoiceAnswer & \AddComment \\ +\quad \quad Volledig hydrostatisch & \ChoiceAnswer & \AddComment \\ +\quad \quad Hydrostatisch & \ChoiceAnswer & \AddComment \\ +\quad \quad Semi tijdsafhankelijk & \ChoiceAnswer & \AddComment \\ +\quad Minimale cirkel diepte [m] & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Zonerings type} \\ +\quad \quad Geen zones & \ChoiceAnswer & \AddComment \\ +\quad \quad Verboden zone & \ChoiceAnswer & \AddComment \\ +\quad Factor voor verboden zone [-] & \ChoiceAnswer & \AddComment \\ +\quad Ophoogmateriaal dijk & \ChoiceAnswer & \AddComment \\ +\quad Ophoogmateriaal berm & \ChoiceAnswer & \AddComment \\ +\quad Berm ontwikkelings ratio [-] & \ChoiceAnswer & \AddComment \\ +\quad Berm stap grootte [m] & \ChoiceAnswer & \AddComment \\ +\quad Talud stapgrootte [m] & \ChoiceAnswer & \AddComment \\ +\quad Dijkhoogte aanpassen bij ontwerpen & \ChoiceAnswer & \AddComment \\ +\quad Berm aanpassen bij ontwerpen & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Ontwerp methode voor stabiliteit} \\ +\quad \quad Optimaal taludverflauwing en bermaanleg & \ChoiceAnswer & \AddComment \\ +\quad \quad Eerst taludverflauwing en dan bermaanleg & \ChoiceAnswer & \AddComment \\ +\quad Taludverflauwing start cotangent & \ChoiceAnswer & \AddComment \\ +\quad Taludverflauwing eind cotangent & \ChoiceAnswer & \AddComment \\ +\quad Taludverflauwing stap cotangent & \ChoiceAnswer & \AddComment \\ +\quad Gebruik nieuwe breedte kruin & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe breedte kruin & \ChoiceAnswer & \AddComment \\ +\quad Gebruik nieuwe helling binnenzijde & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe helling binnenzijde & \ChoiceAnswer & \AddComment \\ +\quad Gebruik nieuwe helling buitenzijde & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe helling buitenzijde & \ChoiceAnswer & \AddComment \\ +\quad Gebruik nieuwe helling bovenkant berm & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe helling bovenkant berm & \ChoiceAnswer & \AddComment \\ +\quad Gebruik nieuwe helling berm & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe helling berm & \ChoiceAnswer & \AddComment \\ +\quad Gebruik nieuwe toegestane hoogte berm & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe toegestane hoogte berm & \ChoiceAnswer & \AddComment \\ +\quad Gebruik nieuwe toegestane afstand teen-sloot & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe toegestane afstand teen-sloot & \ChoiceAnswer & \AddComment \\ +\quad Gebruik nieuwe definitie sloot & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe breedte slootbodem & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe helling sloot & \ChoiceAnswer & \AddComment \\ +\quad Nieuwe diepte sloot & \ChoiceAnswer & \AddComment \\ +\quad Hoogegeometrie & \ChoiceAnswer & \AddComment \\ \EndTable -\section{DAM -- Tables -- Validation messages Tab} +\section{DAM -- Tabellen -- Validatie 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 \\ +\quad Ernst & \ChoiceAnswer & \AddComment \\ +\quad Melding & \ChoiceAnswer & \AddComment \\ +\quad Onderwerp & \ChoiceAnswer & \AddComment \\ +\quad Herstel & \ChoiceAnswer & \AddComment \\ \EndTable -\section{DAM -- Tables -- Log Tab} +\section{DAM -- Tabellen -- Log Tab} \BeginTable \multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\ -\quad Message & \ChoiceAnswer & \AddComment \\ -\quad Subject & \ChoiceAnswer & \AddComment \\ +\quad Melding & \ChoiceAnswer & \AddComment \\ +\quad Onderwerp & \ChoiceAnswer & \AddComment \\ \EndTable -\chapter{DAM -- Calculation \& Results} +\chapter{DAM -- Berekening \& Resultaten} \section{DAM -- Piping Modulus} -\subsection{DAM -- Tables -- Design calculations Tab} +\subsection{DAM -- Tabellen -- Onwerpberekeningen 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 \\ +\quad Kopieren & \ChoiceAnswer & \AddComment \\ +\quad Plakken & \ChoiceAnswer & \AddComment \\ +\quad Aanpassen & \ChoiceAnswer & \AddComment \\ +\quad Wijzig & \ChoiceAnswer & \AddComment \\ +\quad Wijzig eenheid & \ChoiceAnswer & \AddComment \\ +\quad Tabel Exporteren & \ChoiceAnswer & \AddComment \\ \EmptyRow \multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\ -\quad Location & \ChoiceAnswer & \AddComment \\ +\quad Locatie & \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 Berekenings resultaat & \ChoiceAnswer & \AddComment \\ +\quad X (RD) [m] & \ChoiceAnswer & \AddComment \\ +\quad Y (RD) [m] & \ChoiceAnswer & \AddComment \\ +\quad Analyse & \ChoiceAnswer & \AddComment \\ +\quad Opdrijven & \ChoiceAnswer & \AddComment \\ +\quad Profielnaam & \ChoiceAnswer & \AddComment \\ +\quad Probabiliteit profiel [÷] & \ChoiceAnswer & \AddComment \\ +\quad Stabiliteitsmodel [-] & \ChoiceAnswer & \AddComment \\ +\quad Stabiliteitsfactor [-] & \ChoiceAnswer & \AddComment \\ +\quad Bermhoogte [m] & \ChoiceAnswer & \AddComment \\ +\quad X onderkant nieuw talud [m] & \ChoiceAnswer & \AddComment \\ +\quad Z onderkant nieuw talud [m] & \ChoiceAnswer & \AddComment \\ +\quad Vereiste veiligheidsfactor [-] & \ChoiceAnswer & \AddComment \\ +\quad Buitenwaterstand & \ChoiceAnswer & \AddComment \\ +\quad Lage buitenwaterstand & \ChoiceAnswer & \AddComment \\ +\quad DTH & \ChoiceAnswer & \AddComment \\ +\quad Helling demping PL3/PL4 & \ChoiceAnswer & \AddComment \\ +\quad Dijklengte [m] & \ChoiceAnswer & \AddComment \\ +\quad PL3 opdrijven [-] & \ChoiceAnswer & \AddComment \\ +\quad PL3 stijghoogte aangepast [m] & \ChoiceAnswer & \AddComment \\ +\quad PL3 locatie opdrijven (X-lokaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL3 locatie opdrijven (X-globaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL3 locatie opdrijven (Y-globaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL4 opdrijven [-] & \ChoiceAnswer & \AddComment \\ +\quad PL4 stijghoogte aangepast [m] & \ChoiceAnswer & \AddComment \\ +\quad PL4 locatie opdrijven (X-lokaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL4 locatie opdrijven (X-globaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL4 locatie opdrijven (Y-globaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad Factor piping [-] & \ChoiceAnswer & \AddComment \\ +\quad Model piping [-] & \ChoiceAnswer & \AddComment \\ +\quad Intredepunt piping X lokaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Intredepunt piping X globaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Intredepunt piping Y globaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Uittredepunt piping X lokaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Uittredepunt piping X globaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Uittredepunt piping Y globaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Kritische hoogte [m] & \ChoiceAnswer & \AddComment \\ +\quad Kwelweglengte piping [m] & \ChoiceAnswer & \AddComment \\ +\quad Veiligheidsfactor opdrijven [-] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie veiligheidsfactor (WBI) [-] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie hc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie gereduceerd verval (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Opbarsten veiligheidsfactor (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Opbarsten hc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Opbarsten DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Heave veiligheidsfactor (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 veiligheidsfactor (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 \\ +\quad Opbarsten effectieve spanning (WBI) [kN/m²] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie CCreep (WBI) [-] & \ChoiceAnswer & \AddComment \\ +\quad Melding resultaat & \ChoiceAnswer & \AddComment \\ +\quad Foutmelding & \ChoiceAnswer & \AddComment \\ +\quad Opmerkingen & \ChoiceAnswer & \AddComment \\ +\quad Aantal iteraties & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Evaluatie}\\ +\quad \quad Goedgekeurd & \ChoiceAnswer & \AddComment \\ +\quad \quad Afgekeurd & \ChoiceAnswer & \AddComment \\ +\quad \quad Niet geëvalueerd & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Cross section} +\subsection{DAM -- Dwarsdoorsnede} \BeginTable -\Instructions{Open de tutorial PipingVoorbeeld1 en selecteer Adapt geometry voor Analysis type.} \\ +\Instructions{Open de tutorial PipingVoorbeeld1 en selecteer Geometrie aanpassen voor Analyse type.} \\ \quad Is de aangepaste surface line zichtbaar (groene stippellijn?) & \ChoiceAnswer & \AddComment \\ -\Instructions{Open de tutorial PipingVoorbeeld1 en selecteer No adaptation voor Analysis type.} \\ +\Instructions{Open de tutorial PipingVoorbeeld1 en selecteer Geen aanpassing voor Analyse type.} \\ \quad Is er geen aangepaste surface line zichtbaar? & \ChoiceAnswer & \AddComment \\ \EndTable \section{DAM -- Stability Modulus} -\subsection{DAM -- Calculation finished dialoog} +\subsection{DAM -- Berekening voltooid dialoog} \BeginTable -\quad Wordt de dialoog "Calculation finished" boven de main form getoond na een berekening? & \ChoiceAnswer & \AddComment \\ +\quad Wordt de dialoog "Berekening voltooid" boven de main form getoond na een berekening? & \ChoiceAnswer & \AddComment \\ \EndTable -\subsection{DAM -- Tables -- Design calculations Tab} +\subsection{DAM -- Tabellen -- Ontwerpberekeningen 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 \\ +\quad Kopiëren & \ChoiceAnswer & \AddComment \\ +\quad Plakken & \ChoiceAnswer & \AddComment \\ +\quad Aanpassen & \ChoiceAnswer & \AddComment \\ +\quad Wijzig & \ChoiceAnswer & \AddComment \\ +\quad Wijzig eenheid & \ChoiceAnswer & \AddComment \\ +\quad Tabel Exporteren & \ChoiceAnswer & \AddComment \\ \EmptyRow \multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\ -\quad Location & \ChoiceAnswer & \AddComment \\ +\quad Locatie & \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 Berekenings resultaat & \ChoiceAnswer & \AddComment \\ +\quad X (RD) [m] & \ChoiceAnswer & \AddComment \\ +\quad Y (RD) [m] & \ChoiceAnswer & \AddComment \\ +\quad Analyse & \ChoiceAnswer & \AddComment \\ +\quad Opdrijven & \ChoiceAnswer & \AddComment \\ +\quad Profielnaam & \ChoiceAnswer & \AddComment \\ +\quad Probabiliteit profiel [÷] & \ChoiceAnswer & \AddComment \\ +\quad Stabiliteitsmodel [-] & \ChoiceAnswer & \AddComment \\ +\quad Stabiliteitsfactor [-] & \ChoiceAnswer & \AddComment \\ +\quad Bermhoogte [m] & \ChoiceAnswer & \AddComment \\ +\quad X onderkant nieuw talud [m] & \ChoiceAnswer & \AddComment \\ +\quad Z onderkant nieuw talud [m] & \ChoiceAnswer & \AddComment \\ +\quad Vereiste veiligheidsfactor [-] & \ChoiceAnswer & \AddComment \\ +\quad Buitenwaterstand & \ChoiceAnswer & \AddComment \\ +\quad Lage buitenwaterstand & \ChoiceAnswer & \AddComment \\ +\quad DTH & \ChoiceAnswer & \AddComment \\ +\quad Helling demping PL3/PL4 & \ChoiceAnswer & \AddComment \\ +\quad Dijklengte [m] & \ChoiceAnswer & \AddComment \\ +\quad PL3 opdrijven [-] & \ChoiceAnswer & \AddComment \\ +\quad PL3 stijghoogte aangepast [m] & \ChoiceAnswer & \AddComment \\ +\quad PL3 locatie opdrijven (X-lokaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL3 locatie opdrijven (X-globaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL3 locatie opdrijven (Y-globaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL4 opdrijven [-] & \ChoiceAnswer & \AddComment \\ +\quad PL4 stijghoogte aangepast [m] & \ChoiceAnswer & \AddComment \\ +\quad PL4 locatie opdrijven (X-lokaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL4 locatie opdrijven (X-globaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL4 locatie opdrijven (Y-globaal) [m] & \ChoiceAnswer & \AddComment \\ +\quad Intredepunt piping X lokaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Intredepunt piping X globaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Intredepunt piping Y globaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Uittredepunt piping X lokaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Uittredepunt piping X globaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Uittredepunt piping Y globaal [m] & \ChoiceAnswer & \AddComment \\ +\quad Kwellengte piping [m] & \ChoiceAnswer & \AddComment \\ +\quad Veiligheidsfactor opdrijven [-] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie veiligheidsfactor (WBI) [-] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie hc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie gereduceerd verval DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Opbarsten veiligheidsfactor (WBI) [-] & \ChoiceAnswer & \AddComment \\ +\quad Opbarsten hc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Opbarsten DeltaHc (WBI) [m] & \ChoiceAnswer & \AddComment \\ +\quad Heave veiligheidsfactor (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 veiligheidsfactor (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 \\ +\quad Opbarsten effectieve spanning (WBI) [kN/m²] & \ChoiceAnswer & \AddComment \\ +\quad Terugschrijdende erosie CCreep (WBI) [-] & \ChoiceAnswer & \AddComment \\ +\quad Melding resultaat & \ChoiceAnswer & \AddComment \\ +\quad Foutmelding & \ChoiceAnswer & \AddComment \\ +\quad Opmerkingen & \ChoiceAnswer & \AddComment \\ +\quad Aantal iteraties & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Evaluatie} \\ +\quad \quad Goedgekeurd & \ChoiceAnswer & \AddComment \\ +\quad \quad Afgekeurd & \ChoiceAnswer & \AddComment \\ +\quad \quad Niet geëvalueerd & \ChoiceAnswer & \AddComment \\ \EndTable \subsection{DAM -- Waternet creator}