Dear All;
I am modelling storm water network ( Check Attached Model and screen shots). I have the following question.
1- In screen shot capture-2 spread of water in gutter at the end is 2.3 m while depth (out) is 0.0464 m .... how this happen with road cross slop of 1.5%???. please note that flow at the end of GU-1 equal the sum of flow bypassed from CB-1 = 5.742 l/sec and flow of catchment area CM-2 = 16.271 l/sec so, total flow at end of this gutter = 22.011 l/sec.
New folder (3).zip