Index: DamEngine/trunk/doc/Dam Engine - Functional Design/DAM Engine - Functional Design.pdf
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Index: DamEngine/trunk/doc/Dam Engine - Functional Design/UseWBIPipingKernel.tex
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 		\begin{tabular}{|p{20mm}|p{20mm}|p{50mm}|p{50mm}|} \hline
 \textbf{Symbol}& \textbf{Unit}  & \textbf{Description} & \textbf{Value in DAM}  \\ \hline
 h              & m   & river water level (above reference level NAP) &\textit{\textcolor[rgb]{0.65,0.16,0}{BoezemLevelTp}} or WaterHeight (when using scenarios) \\ \hline
-h$_{exit}$		 & m	 & phreatic level at the exit point (above reference level NAP)     & calculated, see \autoref{sec:PiezHeadUpliftLocation} \\ \hline
-m$_{p}$        & -   & model factor piping &   ?    \\ \hline
+h$_{exit}$		 & m	 & phreatic level at the exit point (above reference level NAP)     & calculated, see \autoref{sec:PhreaPlane} \\ \hline
+m$_{p}$        & -   & model factor piping &   1.0    \\ \hline
 $\gamma_{water}$  & kN/m$^{3}$  & volumetric weight of water &  9.81  \\ \hline
 r$_{c}$				 & -   & reduction factor providing the fraction of the blanket thickness by which the total head difference is reduced due to hydraulic resistance in the vertical exit channels & 0.3 \\ \hline
 D$_{cover}$    & m     & total thickness of the cover layer at the exit point   & calculated, see \autoref{sec:DeterminationSoilParameters} \\ \hline