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SEDCAD 4 for Windows <br />Cop~rnght 1998 Pamela J. Scnwab <br />Civil Sollwan: Design <br />• <br />Structure #1 Pond,) <br />Pond 12 <br />Pond Inputs: <br />Structure Detai/: <br />Initial Pool Elev: 7,254.00 <br />Inltlal Pool: 0.00 ac-R <br />Emergency Spillway <br />spillway Elev Crest Length Left Right Bottom <br />(R) Skleslope sideslope Width (R) <br />7,257.00 33.00 3.00:1 3.00:1 15.00 <br />Pond Results: <br />Peak Elevation: 7,258.50 <br />Dewater Time: 0.65 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />• <br /> <br />Elevation-Capacity-Discharge Table <br /> <br />Elevation Area <br /> <br />(aU Capacity <br /> <br />(ac-R) Discharge Devrater <br />Time <br />(ds) (hrs) <br />7,226.00 0.005 0.000 0.000 <br />7,226.50 0.016 0.005 0.000 <br />7,227.00 0.034 0.017 0.000 <br />7,227.50 0.058 0.039 0.000 <br />7,228.00 0.089 0.076 0.000 <br />7,220.50 0.106 0.125 0.000 <br />7,229.00 0.125 0.183 0.000 <br />7,229.50 0.146 0.250 0.000 <br />7,230.00 0.168 0.329 0.000 <br />7,230.50 0.186 0.417 0.000 <br />7,231.00 0.204 0.515 0.000 <br />7,231.50 0.224 0.622 0.000 <br />7,232.00 0.244 0.738 0.000 <br />7,232.50 0.262 0.865 0.000 <br />7,233.00 0.280 1.000 0.000 <br />7,233.50 0.299 1.145 0.000 <br />Filename: pond 12as61125.sc4 <br />Printed 03-20-2000 <br />