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SEDCAD 4 for Windows <br />c~~~.d,.Mt ~o°a o„~d~ ~ c~~.~.er~ <br />Structure #2 (Null) <br />watershed area <br />Structure #3 (Pond) <br />Pond 016A <br />Pond Inputs: <br />Structure Detai/; <br />Initial Pool Elev: 7,524.70 <br />Initial Pool: 0.74 ac-ft <br />*Sediment Storage: 16.03 ac-ft <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of 10.0 for 7 year(s) <br />Drop Inlet <br /> <br />Riser Riser Height Barrel Barrel Barrel Slo e <br />Diameter <br />p <br />Manning's n Spillway Elev <br />Diameter (ft) Length (ft) (%) <br />(in) (~n) <br />48.00 4.14 48.00 80.00 8.00 0.0240 7,524.70 <br />Emergency Soillway <br />Crest Length Left Right Bottom <br />Spillway Elev <br />(ft) Sideslope Sideslope Width (ft) <br />7,526.60 27.00 3.00:1 3.00:1 48.00 <br />Pond Results: <br />Peak Elevation: 7,526.24 <br />H'graph Detention Time: 0.66 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.74 days <br />Trap Effciency: 62.24 <br />Dewatering time is ca/cu/ated from peak stage to lowest spit/way <br />Elevation-Capacity-Discharge Table <br />• <br />Filename: Pond'16System TR66 9-20-O6sc4 Printetl 09-20-2006 <br />TR-56 1'r5F~.9 Revised 09/06 <br />