![]() That HEC-RAS and HEC-HMS is the way to go but I’m definitely open to Primary reasons for HEC-HMS and HEC-RAS existence, I’m inclined to think Large, mostly rural watershed? I would also likely need to model floodĭepths and inundation boundaries. Of a decentralized and distributed storage system (such as storage inįarmers’ fields, tanks, microdams, etc.) on peak flows and volumes in a (SPECIFIC) What program(s) would you recommend to model the impact.Other programs (in particular, HEC programs)? Conversely, what situationsĪre better suited for other types of models (in particular, HEC programs)? (GENERAL) Under what conditions would you recommend SWMM5 over.I have two questions, one generalĪnd one specific, regarding the selection of hydrologic and hydraulic I’m a new user to SWMM5/PCSWMM (I just finished an introductory course withĬHI) and I was hoping some people in this group could give some insight
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June 2023
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