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SEDCAD 4 for Windows <br />r ...,d,.m •°°a vo,si~ i c,.n,.,oe <br />Structure #4 (Null <br />40 gpm seep <br />Structure #1 (Null <br />SIIPM-23 <br />Structure #2 (Nub <br />SIIPM 2 <br />Structure #3 (Pondl <br />Pecoco Pond <br />Pond Inputs: <br />Structure Detai/; <br />Initial Pool Elev: 6,775.50 <br />Initial Pool: 19.61 ac-ft <br />Straight Pipe <br />• <br />Barcel Barrel - Entrance Tailwater <br /> Barrel - Manning's Spillway <br />Diameter Length <br />- Loss Depth <br /> , Slope (%) n Elev <br />(in) (ft) CoefTcient (ft) <br />24.00 60.30 2.66 0.0240 6,776.50 0.90 0.00 <br />Emergency Spillway <br />Spillway Elev Crest Length LeR Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,776.60 25.00 2.50:1 5.00:1 10.00 <br />Pond Results: <br />Peak Elevation: 6,775.69 <br />Dewater Time: 1.80 days <br />Dewatering Ume is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />U <br />Filename: Pecoco Pond.sc4 Printed 10-25-2005 <br />7-6g.1-13 <br />