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SEDCAD 4 for Windows <br />r•.n~.,~~n~ ~aoa o.,wia i S~eum6 <br />5 <br /> <br />Structure Detai/; <br />Structure #2 (Null, <br />~~PM-IB <br />~PNI-1A ~~ <br />Structure #3 (Nu,'l <br />PM-1 ~ ~. <br />Structure #4~j'Po;•rd) <br />Stock Tank T-25 <br />Pond Inputs: <br />CniUol of Elev: 7,503.50 <br />^ Srltic•gool: O.osac-ft <br />- Emeruen^~ illwa <br />.,~ . <br />Crest Length L¢R ~~ Right Bottom <br />Spillway Elev \ <br />(R) Sideslope, , ideslope Width (R) <br />7,503.50 30.00 3.00:1 ~C3.00:1 5.00 <br />Pond Results: <br />~- Peak Elevation: 7,°0536 <br />' I Dewater Time: 0.5c~'. daSX;r. <br />Dewatering time is calculated from peak stage to lowr~p!llway <br />Elevation-Capacity-Discharge Table <br /> <br /> <br />Elevation Area <br /> <br />(ad Capacity - <br /> <br />(ac-R) Discharge <br /> <br />(~s) Dewater <br />Time <br />(hrs) <br />7,500.00 0.006 0.000 0.000 <br />7,500.50 0.008 0.003 0.000 <br />7,501.00 0.010 0.006 0.000 <br />7,501.50 0.012 0.013 D.000 <br />7,502.00 0.014 0.020 0.000 <br />7,502.50 0.016 0.027 0.000 <br />7,503.00 0.019 0.036 0.000 <br />7,503,50 0.022 0.047 0.000 Spillway #1 <br />Filename: T25 25yr.sc4 <br />13=11A.9 <br />Printed 01-31-2006 <br />