Index: DamEngine/trunk/doc/Dam Engine - Functional Design/DesignGeometryAdaption.tex
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diff -u -r1085 -r1401
--- DamEngine/trunk/doc/Dam Engine - Functional Design/DesignGeometryAdaption.tex	(.../DesignGeometryAdaption.tex)	(revision 1085)
+++ DamEngine/trunk/doc/Dam Engine - Functional Design/DesignGeometryAdaption.tex	(.../DesignGeometryAdaption.tex)	(revision 1401)
@@ -5,9 +5,18 @@
 \begin{enumerate}
 	\item Raising the crest (see \autoref{sec:RaiseCrest})
 	\item Reducing the gradient of the slope (see \autoref{sec:ReduceSlope})
-	\item Shoulder development (see \autoref{sec:ShoulderDevelop})
+	\item Shoulder adaption (see \autoref{sec:ShoulderAdaption})
 \end{enumerate}
 
+There are two variations for the design method. The first one is completely depending on the location of the slip plane. The second forces an adaption of the slope before adapting the shoulder:
+
+ \begin{itemize}
+	 \item Optimized Slope And Shoulder Adaption\newline
+	Apply slope adaption when slip circle exits in slope, apply shoulder adaption when slip circle exits in polder (at right side of Dike toe at polder).
+  \item Slope Adaption Before Shoulder Adaption\newline
+	First apply slope adaption starting with a given slope (\textit{\textcolor[rgb]{0.65,0.16,0}{SlopeAdaptionStartCotangent}}), stepping with a given adaption (\textit{\textcolor[rgb]{0.65,0.16,0}{SlopeAdaptionStepCotangent}}) until a certain given slope (\textit{\textcolor[rgb]{0.65,0.16,0}{SlopeAdaptionStepCotangent}}); only after that apply shoulder adaption.
+\end{itemize}
+
 \section{Raising the crest} \label{sec:RaiseCrest}
 During this step, \ProgramName checks whether the crest height complies with the required (in other words the stated) dike table height (DTH, \textcolor[rgb]{0.65,0.16,0}{\textsl{DikeTableHeight}}).\\
 If the crest height (the Z value for characteristic point Outer crest) is equal to or higher than the stated DTH, the profile will not be adapted. If the profile is lower than the stated DTH, \ProgramName adjusts the geometry and creates a new surface line based on the original slope gradients ($\alpha$ and $\beta$) and the original crest width (B), see \autoref{fig:DTHAdaptedGeometry}.\\
@@ -76,7 +85,7 @@
 	\label{fig:ReduceSlope}
 \end{figure}
 
-\section{Shoulder development} \label{sec:ShoulderDevelop}
+\section{Shoulder adaption} \label{sec:ShoulderAdaption}
 \ProgramName develops a stability shoulder iteratively as long as the slip circle does not intersect with the landslide slope (see \autoref{sec:ReduceSlope}) and the stated safety level has not yet been achieved. The maximum number of iteration stages is 200. This limit prevents \ProgramName getting stuck in an infinite iteration loop if the stated safety level is not achieved.
 
 The algorithm used is based on moving the crest of the landslide shoulder in a straight line along an incline ($\alpha$), see \autoref{fig:ShoulderDevelop}. The default value is 0.33 (1:3) but it can also be stated by the user (attribute StabilityShoulderGrowSlope).
Index: DamEngine/trunk/doc/Dam Engine - Functional Design/DAM Engine - Functional Design.pdf
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