Index: DamEngine/trunk/doc/Dam Engine - Functional Design/DAM Engine - Functional Design.pdf =================================================================== diff -u -r1085 -r1214 Binary files differ Index: DamEngine/trunk/doc/Dam Engine - Functional Design/DAM Engine - Functional Design.tex =================================================================== diff -u -r1085 -r1214 --- DamEngine/trunk/doc/Dam Engine - Functional Design/DAM Engine - Functional Design.tex (.../DAM Engine - Functional Design.tex) (revision 1085) +++ DamEngine/trunk/doc/Dam Engine - Functional Design/DAM Engine - Functional Design.tex (.../DAM Engine - Functional Design.tex) (revision 1214) @@ -49,6 +49,7 @@ %------------------------------------------------------------------------------ \appendix\chapter*{Appendix} \addcontentsline{toc}{chapter}{Appendix} \include{UseStabKernel} +\include{UpliftCalculations} \include{FODAMPipingKernel} \include{RRDScenarioSelection} \include{DesignGeometryAdaption} Index: DamEngine/trunk/doc/Dam Engine - Functional Design/FO.tex =================================================================== diff -u -r1085 -r1214 --- DamEngine/trunk/doc/Dam Engine - Functional Design/FO.tex (.../FO.tex) (revision 1085) +++ DamEngine/trunk/doc/Dam Engine - Functional Design/FO.tex (.../FO.tex) (revision 1214) @@ -72,9 +72,10 @@ The \ProgramName provides calculations for following calculation kernels, so the DAM Clients can provide this functionality. \begin{enumerate} - \item Stability; kernel used by D-Geostability 15.1 - \item \textit{Stability; kernel used by D-Geostability 18.1} - \item \textsl{Stability; kernel used by D-Stability} + \item Stability; kernel used by D-Geo Stability 15.1 + \item Stability; kernel used by D-Geo Stability 18.1 + \item \textsl{Stability; WBI-kernel stability} + \item \textsl{Stability; kernel used by D-Geo Stability 2019} \item Piping; DAM-kernel piping \item \textit{Piping; WBI-kernel piping} \end{enumerate} @@ -106,6 +107,10 @@ The DAM engine can make stability calculations with the kernel of D-Geostability 15.1. The options used by the DAM engine are described in \autoref{sec:UseStabKernel}. +\subsection{REQ Calc.Uplift}\label{sec:REQ CalcUplift} +The DAM engine can make uplift calculations, so LiftVan calculations are only made when uplift is an issue. +The design of the uplift calculations is described in \autoref{sec:CalcUplift}. + \subsection{REQ Calc.Piping}\label{sec:REQ CalcPiping} The DAM engine can make piping calculations with the DAM-piping kernel. The functional design of the DAM piping kernel is described in \autoref{sec:FODAMPipingKernel}. Index: DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex =================================================================== diff -u -r1085 -r1214 --- DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex (.../UseStabKernel.tex) (revision 1085) +++ DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex (.../UseStabKernel.tex) (revision 1214) @@ -4,17 +4,22 @@ For stabilily calculation the DAM engine uses the kernel used by D-Geo Stability 15.1 This use is restricted to the options described in this chapter. -\section{Stability Model}\label({StabilityModel} -The DAM Engine must be able to make stability calculations with following models: +\section{Model}\label{Model} +The DAM Engine must be able to make calculations with following models: \begin{itemize} \item Bishop \item LiftVan (Uplift Van in D-Geostability) + \item Horizontal balance \end{itemize} + + All models are available for inwards stability. For outward stability only Bishop is used. + +\section{Slip plane definition and calculation area}\label{sec:PlaneDeinitionAndCalculationArea} \subsection{Grid generation} \label{sec:GridGeneration} -For these models a calculation grid must be generated. +For the models Bishop and LiftVan a calculation grid must be generated. The user defines the dimensions; number of gridpoints and distance between the points. The DAM engine defines the position of the grid depending on the characteristic points: For Bishop and for the left grid of LiftVan the left bottom corner is situated at the surfaceline in the middle of the crest (distance between outer- and innercrest). The right bottom corner of the right grid of LiftVan is situated above the most right x co-ordinate where uplift occurs. With the restriction that the left bottom corner can not be situated left of the x co-ordinate of the DikeToePolder. @@ -24,6 +29,24 @@ When specified, the user (client of DAM-Engine) must provide the distance between the tangent lines, \textcolor[rgb]{1,0,0}{\textsl{Distance tangent lines (UV) }}. The lower tangentline is always situated 5.0 m below the upper geometry point of the lowest aquifer. The tangentlines are drawn with the given distance until the upper tangent line is situated above the Z;DikeToeAtPolder. +\subsection{Calculation area} +\label{sec:CalculationArea} +For the model Horizontal balance a calculation area must be defined: +\begin{table*}[h] + \centering + \begin{tabular}{|p{50mm}|p{90mm}|} \hline + \textbf{Parameter} & \textbf{Default value}\\ \hline + X co-ordinate left side [m]& x co-ordinate DikeTopAtRiver\\ \hline + X co-ordinate right side [m]& x co-ordinate DikeToeAtPolder\\ \hline + Highest slip plane level [m]& Z value PL4 or PL3 (when one aquifer present) at x co-ordinate DikeToeAtRiver \\ \hline + Lowest slip plane level [m]& Maximum Z value of top aquifer within calculation area\\ \hline + Number of planes in the slip plane level [-]& 12\\ \hline + \end{tabular} + \caption{Calculation area for horizontal balance} + \label{tab:CalcutlationArea} +\end{table*} + + \section{Shear strength model}\label{sec:ShearStrengthModel} The DAM engine must be able to make stability calculations with following shear strength models: \begin{itemize} Index: DamEngine/trunk/doc/Dam Engine - Functional Design/RRDScenarioSelection.tex =================================================================== diff -u -r877 -r1214 --- DamEngine/trunk/doc/Dam Engine - Functional Design/RRDScenarioSelection.tex (.../RRDScenarioSelection.tex) (revision 877) +++ DamEngine/trunk/doc/Dam Engine - Functional Design/RRDScenarioSelection.tex (.../RRDScenarioSelection.tex) (revision 1214) @@ -44,12 +44,12 @@ 1 & Dry & yes & yes & Uplift \\ \hline 2 & Dry & no & yes & Uplift \\ \hline 3 & Wet & yes & yes & Uplift \\ \hline -4 & Wet & no & yes & Bishop \\ \hline -5 & Dry & yes & yes & Bishop \\ \hline -6 & Dry & no & yes & Bishop \\ \hline -7 & Wet & yes & yes & Bishop \\ \hline -8 & Wet & no & yes & Bishop \\ \hline -9 & Dry & yes/no & yes & Horizontal equilibrium \\ \hline +4 & Wet & no & yes & Uplift \\ \hline +5 & Dry & yes & no & Bishop \\ \hline +6 & Dry & no & no & Bishop \\ \hline +7 & Wet & yes & no & Bishop \\ \hline +8 & Wet & no & no & Bishop \\ \hline +9 & Dry & yes/no & yes & Horizontal balance \\ \hline 10 & Wet & yes/no & yes & Piping \\ \hline 11 & Dry & yes/no & yes & Piping \\ \hline \end{tabular}