WL-09 Based on WL-08
wind data is replaced with the new one
WL-08 Based on WL-07
Wind: hanoi-2009;cohesive:20mcm;noncohesive:200mcm
WL-05 Based on WL04
wind: 20m/s
location of sewer:L=3592
Q inflow=1.5m3/s
WL-03 Based on 02
sediment calculation
WL-02 Based on WL-01
Wind= Wind (WL-01) + 10
WL-01 Based on WL-00
inlcuded: Temperature+Dye