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  1. schly

    Hec Ras Box Culvert Bug?

    In an unsteady model, I've modeled a 5.3'x5.3' (~28 sq ft flow area) concrete box culvert that conveys a maximum of 25 cfs of roughly 380 cfs at the peak of the 100-yr hydrograph. The remainder of the flow overtops a lateral structure upstream of the culvert, flows into a storage area that is...

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