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SEDCAD 4 for Windows <br />!`nn..nnM ~OUY-~JM~O~mnle 1 CM...~A <br />1V <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 41.90 cfs <br />Depth: 0.24 R 1.24 R <br />Top Width: 13.44 ft 19.49 ft <br />Velocity*: <br />X-Section Area: 3.05 sq ft <br />Hydraulic Radius: 0.226 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D60: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may no[ apply for this method. <br />Structure #11 (Pond) <br />SEC. 28 STOCKPOND 1 <br />Pond Inputs: <br />Initial Pool Elev: 8,024.70 R <br />Initial Pool: 0.43 ac-R <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(R) (R) <br />24.00 8,024.70 <br />Pond Results: <br />Peak Elevation: 8,025.43 R <br />Dewater Time: 0.53 days <br />Dewatering time is calcu/aced from peak stage to lowest spil/way <br />Elevation-Caoacity-Discharoe Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge Dewater <br />Time <br />(cfs) (hrs) <br />8,020.00 0.050 0.000 O.ODO <br />6,020.50 0.058 0.027 0.000 <br />8,021.00 0.066 0.058 0.000 <br />8,021.50 0.079 0.093 0.000 <br />8,022.00 0.084 0.132 0.000 <br />6,022.50 0.093 0.176 0.000 <br />8,023.00 0.104 0.226 0.000 <br />8,023.50 0.114 0.280 0.000 <br />Filename: STSec28HUntlred24.010807.srA Pdntetl O1-OB-2007 <br />Exh. 7-20A-62 Revision Date: I/OS/07 <br />Revison No.: PR-02 <br />C~ <br />• <br /> <br />