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SEDCAD 4 for Winds <br />CopYrlpht 1 YYB Panels J. Stl~waG <br />CNII Sanwa~a Oulpn <br /> <br />1d <br />Structvre #S (Cu/vertl <br />Culvert 1 <br />Culvert Inputs: <br />Culvert Results: <br />Design Discharge = 584.15 cfs <br />Minimum pipe diameter: 1 - 96 inch pipe(s) required <br />.Structure #6 jPoedl <br />Pond PI <br />Pond Inputs: <br />Inltlal Pool FJev: 6,812.50 <br />Inltlal Pool: 2.94 ac-ft <br />•Sedlment Storage: 0.00 acft <br />Dead Spare: 20.00 % <br />YNo sediment opadty deAned <br />Broad-crested Weir <br />Pond Results: <br />Peak Elevatlon: 6,814.52 <br />H'graph Detentlon lime: 0.02 hrs <br />Pond Model: Ca~RS <br />Dewater Time: 0.55 days <br />TYap Eflidency: 0.72 % <br />Dei4ater/ng t/me /s to/cv/afed ham peak stage la lowest spillway <br />Elevation-Capacity-Discharge Table <br />Fibneme: 7845A P1-100.sc4 Pdnted 07-73-2000 <br />