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HEC-RAS FLOOD ROUTING THROUGH SUBDIVISION

HEC-RAS FLOOD ROUTING THROUGH SUBDIVISION

HEC-RAS FLOOD ROUTING THROUGH SUBDIVISION

(OP)
Is any one using hec ras 3.0 for flood routing through a subdivision.  Need help with river junctions, splits and lateral wiers. Having trouble getting multiple rivers to run through junctions. My goal is to establish building pad heights 1 foot above water surface.

RE: HEC-RAS FLOOD ROUTING THROUGH SUBDIVISION

(OP)
Just talking to myself.  I did get this working. Hec-Ras 3.1

RE: HEC-RAS FLOOD ROUTING THROUGH SUBDIVISION

Note AFINAR's post.  I believe you need to update to HEC-RAS 3.1 to do lateral weirs.

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