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SEDCAD 4 for Windows <br />tz <br />Broad-crested Weir <br />Weir Wld[h spillway Elev <br />(R) (R) <br />30.00 105.50 <br />Pond Results: <br />Peak Elevation: 106.19 ft <br />Dewater Time: 0.14 days <br />Dewatering time is calcu/ated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge Dewater <br />Time <br />(~s) (hrs) <br />100.00 0.050 0.000 0.000 <br />100.01 0.070 0.001 0.000 <br />100.50 0.065 0.039 0.000 <br />101.00 0.103 0.086 0.000 <br />101.50 0.122 0.142 0.000 <br />Saz.oo o.14z o.zo6 0.000 <br />102.60 0.164 0.289 0.000 <br />103.00 0.188 0.372 0.000 <br />103.50 0.213 0.472 0.000 <br />104.00 0.240 0.565 0.000 <br />104.50 0.268 0.712 0.000 <br />105.00 0.298 0.854 0.000 <br />105.50 0.330 1.011 0.000 Spillway #1 <br />106.00 0.450 1.205 32.743 <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br />(R) <br />Broad- <br /> <br />cres(s) eir Combined <br />Total <br /> <br />Discharge <br />(ds) <br />100.00 0.000 0.000 <br />loo.al o.ooo o.ooo <br />loo.so o.ooo o.ooo <br />lol.ao o.aoo o.ooo <br />lol.so o.aoo o.ooo <br />Soz.oo o.ooo o.ooo <br />Soz.so o.ooo o.ooo <br />103.00 0.000 0.000 <br />Filename: WT HaIfPMF 031607.sc4 Printed 03-1fi-2007 <br />Exh. 7-20C-70 Revision Date: 3/19/07 <br />Revision No.: PR-02 <br />1 <br />I <br />~! <br />• <br /> <br />