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SEDCAD 4 for Windows <br />c,.~,.~..~.. ~ooa-orvn o~...vi~ i cr.,.~~n <br />26 <br />Pond Inputs: <br /> Initial Pool Elev: 7,920.80 ft <br /> Initial Pool: 0.42 ac-ft <br />Emergency Sp illway <br />Spillway Elev Crest Length Lek Righ[ Bottom <br />(k) Sideslope Sideslope Width (Ft) <br />7,924.25 20.00 2.00:1 2.00:1 12.00 <br />Pond Results: <br />Peak Elevation: 7,924.15 ft <br />Dewater Time: 0.00 days <br />Dewate~ing time is ralcu/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 />(cfs) (hrs) <br />7,919.00 0.200 0.000 0.000 <br />7,919.50 0.217 0.104 0.000 <br />7,920.00 0.235 0.217 0.000 <br />7,920.50 0.253 0.339 0.000 <br />7,920.80 0.265 0.417 0.000 <br />7,921.00 0.272 0.471 0.000 <br />7,921.50 0.292 0.612 0.000 <br />7,922.00 0.313 0.763 0.000 <br />7,922.50 0.334 0.924 0.000 <br />7,923.00 0.356 1.097 0.000 <br />7,923.50 0.378 1.280 0.000 <br />7,924.00 0.402 1.475 0.000 <br />7,924.15 0.409 1.536 0.000 0.00 Peak Stage <br />7,924.25 0.413 1.577 0.000 Spillway Itl <br />7,924.50 0.425 1.682 5.050 <br />7,925.00 0.450 1.901 15.151 <br />Detailed Discharge Table <br />Filename: STSec21 Hundred24.010807.sc4 <br />Exh.7-20B-80 <br />Printetl 01-OB-2007 <br />Revision Date: 1/05/07 <br />Revison No.: PR-02 <br /> <br /> <br />L J <br />