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  1. qrb613

    Stormwater inlet, Precast Pedestal top catch basin, calculating flow capacity

    I'm trying to size a pedestal top catch basin. I have about 40 CFS during the 100 year flood event. The GeagiaDOT storm-water manual doesn't seem to have a design guideline specifically for this situation. I believe that a weir equation is appropriate for this under certain conditions. I'm not...

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