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SEDCAQ 4 for Windows <br />r'nrnmtnhf iQ4A rJamnla 1 CrM..ai.. <br /> <br />8 <br />structure r~~t~>;r; <br />:Strr~ctc~~ ~T_~ _~ _~i~/ul/~ <br />~. __ __ _ <br />Pand Inputs: <br />Initial Pool Elev: <br />~' 6,944.00 <br />_ __ _ '" <br />initlai Pool: 2.87 ac-ft <br />*Sediment storage: OAO ac-ft <br />Dead Space: 20A0 °~ <br />*1Vo ser~`imant opacity damned <br />.Emergency Spillway <br />Spiitway Elev Crest length Left Right Bottom <br />(ft} sidesiape sidesiape width (ft} <br />6r9S4,Oq ao.0o 2.00:1 2.D0:1 20.00 <br />• <br />Perforated Riser <br />Riser <br />Diameter Riser height Barret <br />Diameter Barrel Barrel Slope Numtrer of <br />Manning"s n Spillway Eiev tioies per. <br />(in} eft} (tn} length {ft} (°lo} Elev <br />18.00 10.40 18.00 122.00 4.00 0.0250 6,952,00 2 <br />Pond Results: <br />Peak Elevation: 6,947.25 <br />ti'graph Detention Time: 8:85 hrs <br />__..~___.----Pond Model: CSTRs <br />,_.____~____._.....~_.__._ DewaterTime: 0.83 days <br />____.._ --- Trap Efficiency: 82.21 °~ <br />t7ewatering time is calculated" from peak stage to lowest spillway <br />Elevation-Capacity-C-ischarge Table <br /> <br />Fitename: East_Taylor 10yr 24hr.sc4 Printed 01-31-2006 <br />Exh. 7-ET-28 Revision Date: 2/1/06 <br />Revision No.: TR-63 <br />