Index: DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex
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diff -u -r5869 -r6732
--- DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex	(.../UseStabKernel.tex)	(revision 5869)
+++ DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex	(.../UseStabKernel.tex)	(revision 6732)
@@ -141,15 +141,5 @@
 \end{figure}
 
 \section{Traffic load Degree of consolidation}\label{sec:TLDegOfCo}
-The traffic load degree of consolidation is a material parameter. This may vary per location, per traffic load and hydraulic load. 
-Therefore it must be possible to define the traffic load degree of consolidation per location.\newline
-In the UI the import of the traffic load degree of consolidation is done per material via soils.csv and per location via csv-file or shape-file.\newline
-\newline
-The hierarchy is:
-\begin{enumerate}
-	\item Traffic load degree of consolidation per material.\newline
-	For material types peat, clay and loam overwritten by:
-	\item Traffic load degree of consolidation per location.
-\end{enumerate}
-
-So the Traffic load degree of consolidation of the material types sand and gravel keep the value from soils.csv.
+The traffic load degree of consolidation is a material parameter. 
+In the UI the import of the traffic load degree of consolidation is done per material via soils.csv.