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<br />SEDCAD 4 for Windows <br />!'nn,mnhl iU0¢ -'1M~ ~amnla 1 CnF„vaF <br /> Com- ylned ~ <br /> <br />Elevation Broad- _ <br />TO aI <br />(R) crested Weir Discharge <br /> (cfs) <br /> (cfs) <br />103.50 0.000 0.000 <br />loa.oo o.aoo o.ooo <br />lo4.so o.DOO o.ooo <br />los.oo o.aao D.ooo <br />los.so o.ooo o.DOo <br />106.00 32.743 32.743 <br />Structure #8 (Pond) <br />Strxkpond lNT-3 <br />Pond Inputs: <br />Initial Pool Eiev: 101.00 ft <br />Initial Pool: 0.08 ac-ft <br />Broad-crested Weir <br />Welr Width Spillway Elev <br />(R) (R) <br />20.00 104.50 <br />• <br />Pond Results: <br />Peak Elevation: 105.63 ft <br />Dewater Time: 0.54 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Oischarae Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge <br /> <br />(ds) Dewater <br />Time <br />(hrs) <br />100,00 0.050 0.000 0.000 <br />100.01 0.070 0.001 0.000 <br />100.50 0.078 0.037 0.000 <br />lol.oo o.os7 o.ma o.ooo I <br />101.50 0.096 0.124 0.000 <br />102.00 0.105 0.174 O.ODO <br />102.50 0.115 0.229 0.000 <br />103.00 0,126 0.289 0.000 <br />103.50 0.137 0.355 0.000 <br />104.00 0.148 0.426 0.000 <br />104.50 0.160 0.503 0.000 Spillway #1 <br />105.00 0.170 0.586 21.828 12.40 <br />Filename: WT Hundred24 031607.sc4 <br />Exh. 7-20C-43 <br />Printed 03-16-2007 <br />Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />