Index: DamClients/DamUI/trunk/doc/parseLogs.py =================================================================== diff -u -r3432 -r4344 --- DamClients/DamUI/trunk/doc/parseLogs.py (.../parseLogs.py) (revision 3432) +++ DamClients/DamUI/trunk/doc/parseLogs.py (.../parseLogs.py) (revision 4344) @@ -5,7 +5,8 @@ pdfFiles = os.listdir(pdfDirectory) expectedDocuments = ["DAM UI - Functional Design.pdf", - "DAM UI - Technical Design.pdf"] + "DAM UI - Technical Design.pdf", + "DAM UI - Test document.pdf"] print ("##teamcity[testStarted name='PDF Generated']") for doc in expectedDocuments: Index: DamClients/DamUI/trunk/doc/buildDocs.bat =================================================================== diff -u -r3432 -r4344 --- DamClients/DamUI/trunk/doc/buildDocs.bat (.../buildDocs.bat) (revision 3432) +++ DamClients/DamUI/trunk/doc/buildDocs.bat (.../buildDocs.bat) (revision 4344) @@ -20,5 +20,14 @@ xcopy DamUITechnicalDesign_Log.txt "..\BuildLogs" /Y xcopy *.pdf ..\ /Y +cd "..\Dam UI - Test document" +pdflatex "DAM UI - Test document.tex" +bibtex "DAM UI - Test document" +pdflatex "DAM UI - Test document.tex" +pdflatex "DAM UI - Test document.tex" +pdflatex "DAM UI - Test document.tex" > DamUITestDocument_Log.txt +xcopy DamUITestDocument_Log.txt "..\BuildLogs" /Y +xcopy *.pdf ..\ /Y + cd .. python parseLogs.py \ No newline at end of file Index: DamClients/DamUI/trunk/doc/DAM UI - Test document/PackagesAndCommands.tex =================================================================== diff -u --- DamClients/DamUI/trunk/doc/DAM UI - Test document/PackagesAndCommands.tex (revision 0) +++ DamClients/DamUI/trunk/doc/DAM UI - Test document/PackagesAndCommands.tex (revision 4344) @@ -0,0 +1,61 @@ +\documentclass[10pt,a4paper]{report} +\usepackage{helvet} +\renewcommand{\familydefault}{\sfdefault} +\usepackage[T1]{fontenc} +\usepackage{titlesec, blindtext, color} +\newcommand{\hsp}{\hspace{20pt}} +\titleformat{\chapter}[hang]{\Huge\bfseries}{\thechapter\hsp}{0pt}{\Huge\bfseries} +\usepackage{longtable} +\usepackage{multicol} +\usepackage{float} +\usepackage[pdftex]{graphicx} % Required for including pictures +\usepackage[pdftex,linkcolor=black,pdfborder={0 0 0}]{hyperref} % Format links for pdf +\usepackage{enumitem} % Includes lists +\usepackage[a4paper, lmargin=15mm, rmargin=15mm, tmargin=20mm, bmargin=20mm]{geometry} %margins +\usepackage[all]{nowidow} % Tries to remove widows +\usepackage{xcolor} +\usepackage{tabularx,booktabs} +\usepackage{ifthen} +\usepackage{mathtools} +\setlength{\parindent}{0pt} +\setlength{\parskip}{6pt} + +%----------------------- +% Set pdf information and add title, fill in the fields +%----------------------- +\hypersetup{ +pdfsubject = {DAM}, +pdftitle = {Test Document}, +pdfauthor = {Deltares} +} + +\newcounter{question}% a counter for the questions + +% Define a macro to insert the choice menu (todo, ja, nee). +% The name is automatically set to option1, option2, ... based on the question number +% This is needed to make each answer independent of the other answers +\newcommand\ChoiceAnswer{% + \refstepcounter{question} + \ChoiceMenu[print, + combo, + default=*ToDo*, + name=answer\arabic{question}, + width=17mm, + height=3mm, + color=black, + bordercolor=black]{}{*ToDo*,*Yes*,*No*} +}% + +%Idem for comments +\newcommand\AddComment{ + \TextField[name=comment\arabic{question}, + value={}, + color=black, + bordercolor=black, + width=40mm, + height=3mm]{} +}% +\newcommand{\BeginTable}{\begin{longtable}{p{110mm}p{20mm}p{40mm}} \hline} +\newcommand{\EndTable}{& & \\ \hline \end{longtable}} +\newcommand{\EmptyRow}{& & \\ \hline} +\newcommand{\Instructions}[1]{\multicolumn{3}{p{\textwidth-12pt}}{\textit{\color{red}{#1}}}} Index: DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex =================================================================== diff -u --- DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex (revision 0) +++ DamClients/DamUI/trunk/doc/DAM UI - Test document/DAM UI - Test document.tex (revision 4344) @@ -0,0 +1,1062 @@ +\input{PackagesAndCommands} + +\begin{document} +\begin{Form} +\def\arraystretch{1.2} + +%%%%%%%%%%%%%%%%%%%%%%%%%%% +\chapter*{Test Document DAM UI} + +\section*{Algemeen} +Dit document beschrijft de test procedure van het programma DAM. +De tester zal aan de hand van dit document een test uitvoeren. +De test die beschreven wordt in dit document is een functionele test. +De inhoudelijk test wordt door middel van verificatie sommen uitgevoerd, +en wordt in een ander document beschreven. + +\section*{Algemene gegevens} + +\def\arraystretch{1.5} + +\begin{tabular}[t]{ll} +Versie programma: & \TextField[name=Versie, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Naam tester: & \TextField[name=NaamTester, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Datum: & \TextField[name=Datum, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Image: & \TextField[name=Image, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Platform: & \TextField[name=Platform, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Decimal: & \TextField[name=Decimal, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Resolutie: & \TextField[name=Resolutie, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Kleurenschema: & \TextField[name=Kleurenschema, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Taal operating system: & \TextField[name=Taal, width=80mm, height=3mm, color=black, bordercolor=black, value={}]{} \\ +Printers: & \TextField[multiline, name=Printers, width=80mm, height=10mm, color=black, bordercolor=black, value={}]{} \\ +\end{tabular} + +\vspace{15mm} + +Opmerkingen tester: + +\TextField[multiline, name=OpmerkingenTester, width=\textwidth, height=5cm, color=black, bordercolor=black, value={}]{} + +\def\arraystretch{1} + +\tableofcontents + +%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% +\chapter{DAM -- Installation} + +\BeginTable +\multicolumn{3}{l}{\underline{Open DAM zonder de Common files te hebben geinstalleerd.}} \\ +\quad Krijg je een correcte foutmelding? & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\\ +\Instructions{Installeer de common files} \\ +\EmptyRow +\underline{Kan het programma correct worden geinstalleerd?} & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\\ +\Instructions{Deinstalleer de common files} \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Open DAM nadat de common files zijn gedeinstalleerd}} \\ +\quad Krijg je een correcte foutmelding? & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Werken de volgende knoppen correct?}} \\ +\quad Yes & \ChoiceAnswer & \AddComment \\ +\quad No & \ChoiceAnswer & \AddComment \\ +\quad Abort & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\underline{Kom je op de correcte webpagina uit waar je de common files kan} & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\underline{downloaden nadat je op Yes hebt gedrukt?}} \\ +\EmptyRow +\\ +\Instructions{Installeer de common files opnieuw en voeg een licentie toe} \\ +\EmptyRow +\underline{Kun je invoerfiles gemaakt met een oude versie openen?} & \ChoiceAnswer & \AddComment \\ +\underline{Is de shortcut voor DAM zichtbaar op de desktop en werkt deze?} & \ChoiceAnswer & \AddComment \\ +\underline{Wordt het correcte splashscreen getoond bij het opstarten van DAM?} & \ChoiceAnswer & \AddComment \\ +\EndTable + +\chapter{DAM -- Toolbar} + +\BeginTable +\underline{Elke knop heeft een hint} & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\underline{Werken de in de menu's genoemde accelerator keys?} & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Knoppen-Correcte hint en werking}} \\ +\quad New & \ChoiceAnswer & \AddComment \\ +\quad Open & \ChoiceAnswer & \AddComment \\ +\quad Save & \ChoiceAnswer & \AddComment \\ +\quad Undo & \ChoiceAnswer & \AddComment \\ +\quad Redo & \ChoiceAnswer & \AddComment \\ +\quad Run & \ChoiceAnswer & \AddComment \\ +\quad Abort & \ChoiceAnswer & \AddComment \\ +\quad Reset & \ChoiceAnswer & \AddComment \\ +\quad Calculation type & \ChoiceAnswer & \AddComment \\ +\quad Current View (Alleen bij Calamity) & \ChoiceAnswer & \AddComment \\ +\quad Current DateTime (Alleen bij Calamity) & \ChoiceAnswer & \AddComment \\ +\quad Analysis type (Alleen bij Design) & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\underline{Programma kan meerdere keren tegelijk worden gestart} & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Werkt de Close-button:}} \\ +\quad Wordt het scherm gesloten als er geen wijzigingen zijn aangebracht? & \ChoiceAnswer & \AddComment \\ +\quad Verschijnt er een vraag als er iets gewijzigd is? & \ChoiceAnswer & \AddComment \\ +\EndTable + +\chapter{DAM -- Menubar} + +\section{DAM -- File menu} + +\BeginTable +\multicolumn{3}{l}{\underline{File-New}} \\ +\quad Zijn calculation types Design en DAMLiveconfiguration aanwezig? & \ChoiceAnswer & \AddComment \\ +\quad Kan je design selecteren? & \ChoiceAnswer & \AddComment \\ +\quad Kan je C:\textbackslash Users\textbackslash Public\textbackslash Documents\textbackslash Deltares\textbackslash Deltares DAM\textbackslash Stability\textbackslash Databronbestand.defx selecteren? & \ChoiceAnswer & \AddComment \\ +\quad Leest DAM de data in? & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{File – Open}} \\ +\quad Bestand aanklikken & \ChoiceAnswer & \AddComment \\ +\quad Naam intypen & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad File type} \\ +\quad \quad damx & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Open button:} \\ +\quad \quad Vanaf harde schijf & \ChoiceAnswer & \AddComment \\ +\quad \quad Vanaf netwerk schijf & \ChoiceAnswer & \AddComment \\ +\quad \quad Vanaf read only netwerk schijf & \ChoiceAnswer & \AddComment \\ +\quad Cancel & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{File – Save}} \\ +\quad Naar harde schijf & \ChoiceAnswer & \AddComment \\ +\quad Naar netwerk schijf & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{File – Save As}} \\ +\quad Bestand aanklikken & \ChoiceAnswer & \AddComment \\ +\quad Naam intypen & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Save button:} \\ +\quad \quad Naar harde schijf & \ChoiceAnswer & \AddComment \\ +\quad \quad Naar netwerk schijf & \ChoiceAnswer & \AddComment \\ +\quad Cancel & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{File – Export - Surfacelines (beschikbaar bij Design, na gerekend te hebben)}} \\ +\quad Maken/selecteren uitvoer directory & \ChoiceAnswer & \AddComment \\ +\quad Naam intypen voor nieuwe directory & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Ok button:} \\ +\quad \quad Naar harde schijf & \ChoiceAnswer & \AddComment \\ +\quad \quad Naar netwerk schijf & \ChoiceAnswer & \AddComment \\ +\quad \quad Naar readonly netwerk schijf (mag niet lukken) & \ChoiceAnswer & \AddComment \\ +\quad Cancel & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{File – Last used project }} \\ +\quad Project 1 & \ChoiceAnswer & \AddComment \\ +\quad Project 2 & \ChoiceAnswer & \AddComment \\ +\quad Project 3 & \ChoiceAnswer & \AddComment \\ +\quad Project 4 & \ChoiceAnswer & \AddComment \\ +\quad Project 5 & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{File – Exit}} \\ +\quad Wordt er, bij wijziging van invoer, gevraagd “Save changes?” & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Edit menu} + +\BeginTable +\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ +\quad Undo & \ChoiceAnswer & \AddComment \\ +\quad Redo & \ChoiceAnswer & \AddComment \\ +\quad Delete & \ChoiceAnswer & \AddComment \\ +\quad Clear Selection & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- View menu} + +\BeginTable +\multicolumn{3}{l}{\underline{Opent het juiste tab bij het klikken van de volgende opties?}} \\ +\quad Reset & \ChoiceAnswer & \AddComment \\ +\quad Cross section & \ChoiceAnswer & \AddComment \\ +\quad Image & \ChoiceAnswer & \AddComment \\ +\quad Map & \ChoiceAnswer & \AddComment \\ +\quad Navigator & \ChoiceAnswer & \AddComment \\ +\quad Properties & \ChoiceAnswer & \AddComment \\ +\quad Validation messages & \ChoiceAnswer & \AddComment \\ +\quad Log & \ChoiceAnswer & \AddComment \\ +\quad Tables (Locations + Design Calculations or Schematization factors or Assessment calculations) & \ChoiceAnswer & \AddComment \\ +\quad Charts (Only for Calamity, Time series + Scenarios) & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Calculation menu} + +\BeginTable +\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ +\quad Run & \ChoiceAnswer & \AddComment \\ +\quad Abort & \ChoiceAnswer & \AddComment \\ +\quad Clear results & \ChoiceAnswer & \AddComment \\ +\quad Options & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Tools menu} + +\BeginTable +\multicolumn{3}{l}{\underline{Options–General: Kun je iets selecteren bij:}} \\ +\quad Start up - Initial project & \ChoiceAnswer & \AddComment \\ +\quad Language - Language & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad Multi Core - Number of cores} \\ +\quad \quad Min: 1 & \ChoiceAnswer & \AddComment \\ +\quad \quad Max: aanwezig aantal cpu's & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Options-Units: Kun je iets selecteren bij:}} \\ +\quad Numbers - Fraction & \ChoiceAnswer & \AddComment \\ +\quad Geometry - Length & \ChoiceAnswer & \AddComment \\ +\quad Geometry - Tiny length & \ChoiceAnswer & \AddComment \\ +\quad Geometry - Angle & \ChoiceAnswer & \AddComment \\ +\quad Weight and forces - Weight & \ChoiceAnswer & \AddComment \\ +\quad Weight and forces - Pressure per length & \ChoiceAnswer & \AddComment \\ +\quad Weight and forces - Pressure & \ChoiceAnswer & \AddComment \\ +\quad Discharges - Permeability & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Options – Werken de volgende knoppen}} \\ +\quad Ok & \ChoiceAnswer & \AddComment \\ +\quad Cancel & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\underline{Units (zie Options - Units): wordt de juiste tab getoond?} & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Help menu} + +\BeginTable +\underline{Manual - Word je doorverwezen naar de juiste pagina?} & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{About – Werken de volgende knoppen:}} \\ +\quad Disclaimer & \ChoiceAnswer & \AddComment \\ +\quad Ok & \ChoiceAnswer & \AddComment \\ +\quad Cancel & \ChoiceAnswer & \AddComment \\ +\EndTable + +\chapter{DAM -- Navigator} + +\BeginTable +\multicolumn{3}{l}{\underline{Rechtermuisknop voor geselecteerde locaties:}} \\ +\quad Show item in map & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Is het mogelijk om de checkboxen in the "Run" tab te deselecteren?}} \\ +\quad Run & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Rechtermuisknop voor de tabel tabs:}} \\ +\quad Column Chooser & \ChoiceAnswer & \AddComment \\ +\quad Best Fit & \ChoiceAnswer & \AddComment \\ +\quad Best Fit (All columns) & \ChoiceAnswer & \AddComment \\ +\quad Layout & \ChoiceAnswer & \AddComment \\ +\EndTable + +\chapter{DAM -- Map} + +\BeginTable +\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ +\quad Selection & \ChoiceAnswer & \AddComment \\ +\quad Zoom to extents & \ChoiceAnswer & \AddComment \\ +\quad Zoom to data & \ChoiceAnswer & \AddComment \\ +\quad Zoom to & \ChoiceAnswer & \AddComment \\ +\quad Zoom rectangle & \ChoiceAnswer & \AddComment \\ +\quad Show legend & \ChoiceAnswer & \AddComment \\ +\quad Open layer from file & \ChoiceAnswer & \AddComment \\ +\quad Export layers & \ChoiceAnswer & \AddComment \\ +\quad Save map & \ChoiceAnswer & \AddComment \\ +\quad Select web layer & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Map - Legend}} \\ +\quad Checkbox visibilty layers & \ChoiceAnswer & \AddComment \\ +\EndTable + +\chapter{DAM -- Cross section} + +\BeginTable +\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ +\quad Selection & \ChoiceAnswer & \AddComment \\ +\quad Pan & \ChoiceAnswer & \AddComment \\ +\quad Zoom to extents & \ChoiceAnswer & \AddComment \\ +\quad Zooms to extents and reset aspect ratio & \ChoiceAnswer & \AddComment \\ +\quad Zooms by rectangle & \ChoiceAnswer & \AddComment \\ +\quad Options & \ChoiceAnswer & \AddComment \\ +\quad Dropdown menu met de volgende opties: & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\quad \quad Stability inside} \\ +\multicolumn{3}{l}{\quad \quad Stability outside} \\ +\multicolumn{3}{l}{\quad \quad Piping} \\ +\quad Profile name (wordt getoond) & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Cross Section - Editor options - Kun je iets aanvinken bij:}} \\ +\quad Checkbox Visible & \ChoiceAnswer & \AddComment \\ +\quad Checkbox Label visible & \ChoiceAnswer & \AddComment \\ +\quad Show grid & \ChoiceAnswer & \AddComment \\ +\quad Snap to grid & \ChoiceAnswer & \AddComment \\ +\quad Snap to angle & \ChoiceAnswer & \AddComment \\ +\quad Snap grid distance & \ChoiceAnswer & \AddComment \\ +\EndTable + +\chapter{DAM -- Image (Alleen voor stabiliteitsberekening)} + +\BeginTable +\multicolumn{3}{l}{\underline{Werken de volgende knoppen?}} \\ +\quad Zooming in/out with mouse wheel & \ChoiceAnswer & \AddComment \\ +\EndTable + +\chapter{DAM -- Stability Modulus} + +\section{DAM -- Properties -- Location Tab -- Stability Modulus} + +\BeginTable +\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{Water Levels - Kun je iets invullen bij:}} \\ +\quad Polder Level & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Piezometric heights - Kun je iets invullen bij: }} \\ +\quad Head PL2 & \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 Zone areas & \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 + +\section{DAM -- Properties -- Location scenarios Tab -- Stability Modulus} + +\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 +\multicolumn{3}{l}{\underline{Kun je iets invullen bij de volgende kolommen:}} \\ +\quad Dike table height & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor stability inner slope & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor outer slope & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor piping & \ChoiceAnswer & \AddComment \\ +\quad Uplift criterion piping & \ChoiceAnswer & \AddComment \\ +\quad Uplift criterion stability & \ChoiceAnswer & \AddComment \\ +\quad PL1 below top dike (polder) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below top dike (river) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below shoulder base (polder) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below toe of dike (polder) & \ChoiceAnswer & \AddComment \\ +\quad Use PL1 below middle of dike crest & \ChoiceAnswer & \AddComment \\ +\quad PL1 below middle of dike crest & \ChoiceAnswer & \AddComment \\ +\quad Use PL1 factor below shoulder crest inside & \ChoiceAnswer & \AddComment \\ +\quad PL1 factor below shoulder crest inside & \ChoiceAnswer & \AddComment \\ +\quad Head PL3 & \ChoiceAnswer & \AddComment \\ +\quad Head PL4 & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Properties -- Surface line Tab -- Stability Modulus} + +\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 \\ +\EndTable + +\section{DAM -- Properties -- Calculation Tab -- Stability Modulus} + +\BeginTable +\multicolumn{3}{l}{\underline{Input - Kun je iets invullen bij: }} \\ +\quad Scenario Name & \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 - Is onderstaande knoopje aanwezig?}} \\ +\quad Open calculation & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Evaluation - Kun je iets invullen bij }} \\ +\quad Notes & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Tables -- Locations Tab -- Stability Modulus} + +\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 PL-Line Schematization & \ChoiceAnswer & \AddComment \\ +\quad \quad Design & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij Main items?}} \\ +\quad Name & \ChoiceAnswer & \AddComment \\ +\quad X location (RDS) [m] & \ChoiceAnswer & \AddComment \\ +\quad Y location (RDS) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone type & \ChoiceAnswer & \AddComment \\ +\quad Forbidden Zone Factor [-] & \ChoiceAnswer & \AddComment \\ +\quad Zone Area Rest Slope Crest Width [m] & \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 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 Minimum circle depth [m] & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij PL-Line Schematization?}} \\ +\quad Name & \ChoiceAnswer & \AddComment \\ +\quad Polder level [m] & \ChoiceAnswer & \AddComment \\ +\quad Head PL2 [m] & \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 Reiquired safety factor stability inner slope & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor outer slope & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor piping & \ChoiceAnswer & \AddComment \\ +\quad Uplift criterion piping & \ChoiceAnswer & \AddComment \\ +\quad Uplift criterion stability & \ChoiceAnswer & \AddComment \\ +\quad PL1 below top dike (polder) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below top dike (river) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below shoulder base (polder) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below toe of dike (polder) & \ChoiceAnswer & \AddComment \\ +\quad Use PL1 below middle of dike crest & \ChoiceAnswer & \AddComment \\ +\quad PL1 below middle of dike crest & \ChoiceAnswer & \AddComment \\ +\quad Use PL1 factor below shoulder crest inside & \ChoiceAnswer & \AddComment \\ +\quad PL1 factor below shoulder crest inside & \ChoiceAnswer & \AddComment \\ +\quad Head PL3 & \ChoiceAnswer & \AddComment \\ +\quad Head PL4 & \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 Polder level [m] & \ChoiceAnswer & \AddComment \\ +\quad Head PL2 [m] & \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 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 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 LocalXZSurfaceLine2 & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Tables - Design calculations Tab - Stability Modulus} + +\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 Zone 1 Safety Factor [-] & \ChoiceAnswer & \AddComment \\ +\quad Slope damping factor & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Entry Point X-global [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Entry Point X-local [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Entry Point Z [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Entry Point Y-global [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Exit Point Slip Circle (X-global) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Exit point Slip Circle (X-local) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Exit Point Slip Circle (Z) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Safety Factor [-] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Exit Point Slip Circle (Y-global) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Entry Point X-global [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Entry Point X-local [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Entry Point Z [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Entry Point Y-global [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Exit Point Slip Circle (X-global) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Exit Point Slip Circle (X-local) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Exit Point Slip Circle (Z) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Exit Point Slip Circle (Y-global) [m] & \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 Piping Model [-] & \ChoiceAnswer & \AddComment \\ +\quad Piping Factor [-] & \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 H critical [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 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} + +\BeginTable +\multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\ +\quad Message & \ChoiceAnswer & \AddComment \\ +\quad Subject & \ChoiceAnswer & \AddComment \\ +\EndTable + +\chapter{DAM -- Piping Modulus} + +\section{DAM -- Properties -- Location Tab -- Piping Modulus} + +\BeginTable +\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{Water Levels - Kun je iets invullen bij:}} \\ +\quad Polder Level & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Piezometric heights - Kun je iets invullen bij: }} \\ +\quad Head PL2 & \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 Zone areas & \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 + +\section{DAM -- Properties -- Location scenarios Tab -- Piping Modulus} + +\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{Kun je iets invullen bij de volgende kolommen:}} \\ +\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 Required safety factor stability inner slope & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor stability outer slope & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor piping & \ChoiceAnswer & \AddComment \\ +\quad Uplift criterion piping & \ChoiceAnswer & \AddComment \\ +\quad Uplift criterion stability & \ChoiceAnswer & \AddComment \\ +\quad PL1 below top dike (polder) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL1 below top dike (river) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL1 below shoulder base (polder) [m] & \ChoiceAnswer & \AddComment \\ +\quad PL1 below toe of dike (polder) [m] & \ChoiceAnswer & \AddComment \\ +\quad Use PL1 below middle of dike crest [-] & \ChoiceAnswer & \AddComment \\ +\quad PL1 below middle of dike crest [m] & \ChoiceAnswer & \AddComment \\ +\quad Use PL1 factor below shoulder crest inside [-] & \ChoiceAnswer & \AddComment \\ +\quad PL1 factor below shoulder crest inside [÷] & \ChoiceAnswer & \AddComment \\ +\quad Head PL3 [m] & \ChoiceAnswer & \AddComment \\ +\quad Head PL4 [m] & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Properties -- Surface line Tab -- Piping Modulus} + +\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 inside & \ChoiceAnswer & \AddComment \\ +\quad Dike toe at polder & \ChoiceAnswer & \AddComment \\ +\quad Ditch dike side & \ChoiceAnswer & \AddComment \\ +\quad Bottom ditch dike side & \ChoiceAnswer & \AddComment \\ +\quad Ditch polder side & \ChoiceAnswer & \AddComment \\ +\quad Surface level inside & \ChoiceAnswer & \AddComment \\ +\quad None & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Properties -- Calculation Tab -- Piping Modulus} + +\BeginTable +\multicolumn{3}{l}{\underline{Input - Kun je iets invullen bij: }} \\ +\quad Scenario Name & \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 - Is onderstaande knoopje aanwezig?}} \\ +\quad Open Calculation & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Evaluation - Kun je iets invullen bij }} \\ +\quad Notes & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Tables -- Locations Tab -- Piping Modulus} + +\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 PL-Line Schematization & \ChoiceAnswer & \AddComment \\ +\quad \quad Design & \ChoiceAnswer & \AddComment \\ +\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij Main items?}} \\ +\EmptyRow +\quad Name & \ChoiceAnswer & \AddComment \\ +\quad X location (RDS) [m] & \ChoiceAnswer & \AddComment \\ +\quad Y location (RDS) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone type & \ChoiceAnswer & \AddComment \\ +\quad Forbidden Zone Factor [-] & \ChoiceAnswer & \AddComment \\ +\quad Zone Area Rest Slope Crest Width [m] & \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 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 Minimum circle depth [m] & \ChoiceAnswer & \AddComment \\ +\EmptyRow +\multicolumn{3}{l}{\underline{Zie je de volgende kolommen bij PL-Line Schematization?}} \\ +\quad Name & \ChoiceAnswer & \AddComment \\ +\quad Polder level [m] & \ChoiceAnswer & \AddComment \\ +\quad Head PL2 [m] & \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 Reiquired safety factor stability inner slope & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor outer slope & \ChoiceAnswer & \AddComment \\ +\quad Required safety factor piping & \ChoiceAnswer & \AddComment \\ +\quad Uplift criterion piping & \ChoiceAnswer & \AddComment \\ +\quad Uplift criterion stability & \ChoiceAnswer & \AddComment \\ +\quad PL1 below top dike (polder) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below top dike (river) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below shoulder base (polder) & \ChoiceAnswer & \AddComment \\ +\quad PL1 below toe of dike (polder) & \ChoiceAnswer & \AddComment \\ +\quad Use PL1 below middle of dike crest & \ChoiceAnswer & \AddComment \\ +\quad PL1 below middle of dike crest & \ChoiceAnswer & \AddComment \\ +\quad Use PL1 factor below shoulder crest inside & \ChoiceAnswer & \AddComment \\ +\quad PL1 factor below shoulder crest inside & \ChoiceAnswer & \AddComment \\ +\quad Head PL3 & \ChoiceAnswer & \AddComment \\ +\quad Head PL4 & \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 Polder level [m] & \ChoiceAnswer & \AddComment \\ +\quad Head PL2 [m] & \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 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 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 LocalXZSurfaceLine2 & \ChoiceAnswer & \AddComment \\ +\EndTable + +\section{DAM -- Tables -- Design calculations Tab -- Piping Modulus} + +\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 Zone 1 Safety Factor [-] & \ChoiceAnswer & \AddComment \\ +\quad Slope damping factor & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Entry Point X-global [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Entry Point X-local [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Entry Point Z [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Entry Point Y-global [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Exit Point Slip Circle (X-global) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Exit point Slip Circle (X-local) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Exit Point Slip Circle (Z) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Safety Factor [-] & \ChoiceAnswer & \AddComment \\ +\quad Zone 1 Exit Point Slip Circle (Y-global) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Entry Point X-global [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Entry Point X-local [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Entry Point Z [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Entry Point Y-global [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Exit Point Slip Circle (X-global) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Exit Point Slip Circle (X-local) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Exit Point Slip Circle (Z) [m] & \ChoiceAnswer & \AddComment \\ +\quad Zone 2 Exit Point Slip Circle (Y-global) [m] & \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 Piping Model [-] & \ChoiceAnswer & \AddComment \\ +\quad Piping Factor [-] & \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 H critical [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 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 -- Piping 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 -- Piping Modulus} + +\BeginTable +\multicolumn{3}{l}{\underline{Zie je de volgende kolommen?}} \\ +\quad Message & \ChoiceAnswer & \AddComment \\ +\quad Subject & \ChoiceAnswer & \AddComment \\ +\EndTable + +\end{Form} +\end{document}