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SE©CAD 4 for 1Nindows <br />r..~,,,.c~n+ ~oox ao~.~i~ i c~.,,ti <br /> <br /> <br />Structure Detai/: <br />Stri~c~fur~~ ~2 (Nril~ <br />Struc:t~i.~rr~ ~~f_(Nu,J~ <br />~`~ru~fur~ a5 ~Fc~ndl <br />Pond Inputs: <br />initial Pool Elev: 6,944.00 <br />Initial Pool: 2.87 ao-ft <br />*Sediment Storage: <br />~ 0.00 ac-ft <br />_ <br />Dead space: 2a.ao ~, <br />*No secirment capacity defined <br />Emergency Splllw~y <br />Spillway Eiev crest Leng~ left Right Bottom <br />{fe} Sideslope SidesEape. Width {tt} <br />6,954.00 2aAQ 2.04:1 2.00:1 20.00 <br /> <br />Perforated Riser <br />Rimer <br />Diameter Rlser Height Barrel <br />Diameter Barret Barrel Slope Number of <br />Manning's n spillway Elev Hoses per <br />(in} (~} {in} Length {ft} {~} Efev <br />r$.aa la.oa 16.00 122.x0 4.(~ a.025a 6,952.x0 2 <br />Pond Results: <br />Peak Elevation: 6,952.68 <br />H'graph Detention Time: 14.52 hrs <br />Pond Model: Csl7tS <br />DewaterTime: 1.81 days <br />Trap EffiGency: 39.74 ~/o <br />i)ewatering t/me fs ca/culated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge_Table <br />• <br />Filename: East_Taybar_25yr_24hr.sc4 <br />Exh. 7-ET-43 <br />f~rinted 41-31-2446 <br />Revision Date: 2/1/06 <br />Revision No.: TR-63 <br />