Index: DamEngine/trunk/doc/Dam Engine - Functional Design/UseWBIPipingKernel.tex
===================================================================
diff -u -r2407 -r2664
--- DamEngine/trunk/doc/Dam Engine - Functional Design/UseWBIPipingKernel.tex	(.../UseWBIPipingKernel.tex)	(revision 2407)
+++ DamEngine/trunk/doc/Dam Engine - Functional Design/UseWBIPipingKernel.tex	(.../UseWBIPipingKernel.tex)	(revision 2664)
@@ -62,9 +62,9 @@
 	\centering
 		\begin{tabular}{|p{20mm}|p{20mm}|p{50mm}|p{50mm}|} \hline
 \textbf{Symbol}            & \textbf{Unit}  & \textbf{Description}    &\textbf{Value in DAM   }            \\ \hline
-i                 & -     & gradient at exit point & calculated based on the damping factor, see \autoref{sec:PipingWaterpressures} \\ \hline
+i                 & -     & gradient at exit point & calculated based on the damping factor \\ \hline
 i$_{c,h}$                & -     & critical exit gradient & calculated based on the damping factor\\ \hline
-D$_{cover}$	    & m     & total thickness of the cover sublayer &  calulated, see \autoref{sec:DeterminationSoilParameters}   \\ \hline	
+D$_{cover}$	    & m     & total thickness of the cover sublayer &  calulated, see \\ \hline	
 h$_{exit}$ & m NAP & piezometric head at the exit point & output kernel 	\\ \hline	
 $\Phi _{polder}$ & m & piezometric head in the hinterland (above reference level NAP) & {\textcolor[rgb]{0.65,0.16,0}{HeadPl2}}\\ \hline
 		\end{tabular}
@@ -92,13 +92,13 @@
 	\centering
 		\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) &\textcolor[rgb]{0.65,0.16,0}{BoezemLevelTp} or WaterHeight (when using scenarios) \\ \hline
+h              & m   & river water level (above reference level NAP) & WaterHeight (when using scenarios) \\ \hline
 h$_{exit}$		 & m	 & phreatic level at the exit point (above reference level NAP)     & calculated
 \\ \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
+D$_{cover}$    & m     & total thickness of the cover layer at the exit point   & calculated \\ \hline
 $\gamma_{sub,particals}$ & kN/m$^{3}$  & submerged volumetric weight of sand particles   &       16.5                               \\ \hline
 $\theta_{Sellmeijer,rev.}$  & deg   & bedding angle for Sellmeijer original &      37                                               \\ \hline
 $\eta$                   & -     & White’s drag coefficient        &   0.25                                         					      \\ \hline
@@ -108,8 +108,8 @@
 k                        & m/s         & hydraulic conductivity (Darcy)          & from soilmaterials.mdb                           \\ \hline
 $\nu_{water}$          & m$^{2}$ /s  & kinematic viscosity of water at 10 degrees Celsius   &  1.33 E-6                             \\ \hline
 g                      & m/s$^{2}$   & gravitational constant       & 9.81                                                          \\ \hline
-D				  			       & m		 & thickness of the aquifer	& calculated, see \autoref{sec:DeterminationSoilParameters}  							\\ \hline
-L                      & m     & seepage length                 &  calculated, see \autoref{sec:DeterminationSoilParameters}        \\ \hline
+D				  			       & m		 & thickness of the aquifer	& calculated  							\\ \hline
+L                      & m     & seepage length                 &  calculated        \\ \hline
 		\end{tabular}
 	\caption{Input paramaters Internal erosion}
 	\label{tab:InputParametersInternalErosion}
