Hello. I am a recent graduate, and I am in a bind as to which form of H & H modeling method would be best to use in modeling a detention pond, pump station, and pipe mitigation to a pond, as well as box culvert mitigation to the same pond, within the same area. I am leaning towards either SWMM or HEC-RAS and HEC-HMS, any tips on which would be best to show existing and proposed WSE's for storm events? Any help or insight would be appreciated. Thank you in advance!
Eng-Tips is the largest forum for Engineering Professionals on the Internet.
Members share and learn making Eng-Tips Forums the best source of engineering information on the Internet!
-
Congratulations dmapguru on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
H & H Modeling for WSE
- Thread starter Sam3220
- Start date
- Status
Similar threads
- Locked
- Question
- Locked
- Question