Index: DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex
===================================================================
diff -u -r2288 -r2303
--- DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex	(.../UseStabKernel.tex)	(revision 2288)
+++ DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex	(.../UseStabKernel.tex)	(revision 2303)
@@ -157,15 +157,15 @@
 \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 hydrolic load. 
-There for it must be possible to define the traffic load degree of consolidation per location.\newline
+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 soilmaterials.mdb 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 overwriten by:
+	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 keeps the value from soilmaterials.mdb.
+So the Traffic load degree of consolidation of the material types sand and gravel keep the value from soilmaterials.mdb.