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Need HEC-HMS Assistance

Need HEC-HMS Assistance

Need HEC-HMS Assistance

(OP)
I am pretty new to HEC-HMS and I seem to be having many problems with it.  I am trying to model a watershed of about 1700 acres.  There are many basins, ditches and culverts in my watershed.  I am having a huge problem modeling the culverts.  Can I model culverts in HEC-HMS or should I leave them out of HMS and input them into HEC-RAS?  Any ideas?  If I should include them in HEC-HMS, then how should I model them?  

RE: Need HEC-HMS Assistance

This forum is primarily for HydroCAD issues.  You'll get a better reponse to HEC questions if you post in the Storm/Flood engineering forum.

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