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!
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H & H Modeling for WSE
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