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  1. aliferr

    HEC-RAS permanent ineffective flow areas

    I have a project where I am modeling an existing culvert and a replacement culvert in HEC-RAS. I know I need 4 cross section for culvert modeling – 2 upstream and 2 downstream (Fig 6-3 in Chapter 6 HEC-RAS Ref Manual). Regarding the ineffective flow areas at cross sections 2 and 3 – I know...

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