Index: DamClients/DamUI/trunk/doc/Differences with previous release.txt =================================================================== diff -u -r1380 -r1395 --- DamClients/DamUI/trunk/doc/Differences with previous release.txt (.../Differences with previous release.txt) (revision 1380) +++ DamClients/DamUI/trunk/doc/Differences with previous release.txt (.../Differences with previous release.txt) (revision 1395) @@ -29,4 +29,6 @@ MWDAM-1219 As must be clear from the issue itself, the actual problem is not with the determination of the pl-line 4 but with the determination of the correct scenario (i.e. Hydraulic Shortcut versus No Hydraulic Shortcut). This was due that in the original dam a mistake was made in the determination of the Location With Lowest UpliftFactor. In that old version, it was assumed that eacht surface line (in RD) is given from left to right but never bothered to check this. So, for surface lines running from right to left (as is the case here) this produced a wrong result. In the new (engine) version this mistake has been corrected by the fact that the engine always uses localised surface lines which always run from left to right. So the engine results are the correct results. - \ No newline at end of file + +MWDAM-1223 +When design was made for piping calculations in combination with DTH adaption the Sf piping was set to '1' if crest was adapted to DTH. Now real safety factor is calculated. \ No newline at end of file