I am modeling a bridge in Hec_Ras. When I skew the bridge and its cross-sections, it showed the error saying "Pier #1 is partially overlapped with left or right abutment on U/S and D/S side that the piers can't overlap with start or end of the bridge opening." Is this because, i used the skew...
Hi, I am modeling 5 barrel box culvert and at the exist the stream bends 90 degree. How to handel exist loss at D/S cross section in HEC_RAS. What should be exist loss coefficient approximately to enter into the ' Set Internal Changes in WS and EG - K Loss ' in HEC_RAS
I had a FEMA model with encroachment analysis. I added few surveyed cross-sections into this model. And, when I tried to run the encroached model, the 'RUN' stopped at my added station saying ' encroachment at this station blocks out the cross-section'. What is the issue on it, if anyone has any...
I am running HEC_RAS for the proposed culvert.The 100 yr flow seems to jump up at the culvert. Is this because of the ineffective flow area that I set.
