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• <br />SEDCAD 4 for Windows <br />r,.~,..:..e, moa -omo o~...vi~ i c..n..~e <br />Initial Pool Elev: 7,864.80 R <br />Initial Pool: 0.45 ac-R <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(R) (R) <br />20.00 7,864.80 <br />Pond Results: <br />Peak Elevation: 7,865.41 R <br />DewaterTme: 0.52 days <br />Dewatenng time is calculated from peak stage to lowest spi/lway <br />Elevation-Capacity-Discharge Table <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge Dewater <br />Tme <br />(ds) (hrs) <br />7,860.00 0.050 0.000 0.000 <br />7,860.50 0.058 0.027 0.000 <br />7,861.00 0.066 0.058 0.000 <br />7,861.50 0.074 0.093 O.OOD <br />7,862.00 0.084 0.132 0.000 <br />7,662.50 0.093 0.176 0.000 <br />7,863.00 0.104 0.226 0.000 <br />7,863.50 0.114 0.280 0.000 <br />7,864.00 0.126 0.340 0.000 <br />7,864.50 0.138 0.406 0.000 <br />7,864.65 0.141 0.427 0.000 <br />7,864.70 0.143 0.434 0.000 <br />7,864.75 0.144 0.441 0.000 <br />7,864.80 0.145 0.448 0.000 Spillway #1 <br />7,864.85 0.145 0.456 0.696 5.50 <br />7,865.00 0.146 0.478 5.530 6.55 <br />7,665.15 0.150 0.500 12.789 <br />Detailed bischarge Table <br />L J <br />Filename: STSec28HUntlred24.010807.sc4 <br />Each. 7-20A-53 <br />Printetl Ot-08-2007 <br />Revision Date: 1/05/07 <br />Revison No.: PR-02 <br />