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  1. FloodCG

    Modeling Overland Flow Above Culvert (HEC-RAS)?

    I am trying to model the impact of structures to the 100-yr floodplain in the area above a culvert using HEC-RAS. Basically, an existing culvert is undersized for the 100-year storm discharge which causes about 25% of the total flow to by-pass the culvert and travel overland about 150 feet...

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