Index: DamEngine/trunk/doc/Dam Engine - Functional Design/REQDataGenerationWater.tex
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diff -u -r1552 -r2672
--- DamEngine/trunk/doc/Dam Engine - Functional Design/REQDataGenerationWater.tex	(.../REQDataGenerationWater.tex)	(revision 1552)
+++ DamEngine/trunk/doc/Dam Engine - Functional Design/REQDataGenerationWater.tex	(.../REQDataGenerationWater.tex)	(revision 2672)
@@ -62,6 +62,7 @@
 
 Lower levels relative to the reference point/plane are stated as positive values. When schematising a rise in the phreatic plane under the crest, the offset are stated as a negative value. 
 
+The determination of the intersection of the water level with the outer slope (point A in \autoref{tab:OffsetRRD})is made between the characteristic points Dike toe at river and Dike crest at river. So if the surfacelevel left of the Dike toe at river is above the phreatic line the eventual intersections are ignored.
 
 \subsection {ExpertKnowledgeLineairDike}
 Here, the phreatic plane starts where the outer water level (Point A in \autoref{fig:PL1Linear} intersects the outer slope. It then continues in a straight line to point E and then to point F. 
@@ -105,7 +106,10 @@
 
 %The minimum value below point B when point B does not correspond to the dike top at river must be deduced by interpolation or extrapolation between points (X$_{\text{crest river}}$; Z$_{\text{min;crest river}}$) and (X$_{\text{crest polder}}$; Z$_{\text{min;crest polder}}$).
 %
+\paragraph*{Surfaceline outside is higher than phreatic line outisde}
+The determination of the intersection of the water level (point A in \autoref{tab:OffsetRRD}) with the outer slope is made between the characteristic points Dike toe at river and Dike crest at river. So if the surfacelevel left of the Dike toe at river is above the phreatic line the eventual intersections are ignored.
 
+
 \section {Initial schematisation of piezometric heads}\label{sec:InitialPiezoHeads}
 \ProgramName can manage a maximum of two aquifers. \ProgramName also takes the penetration layer (TAW, 2004) into account. For the time being, this option works only with 1D soil profiles. If the calculations have to be made without a penetration layer, a value of 0 should be entered (attribute: PenetrationLength).
 
Index: DamEngine/trunk/doc/Dam Engine - Functional Design/DAM Engine - Functional Design.pdf
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diff -u -r2397 -r2672
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