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SEDCAD 4 for Windows <br />!`nnvrinh1100A _N1M Oemcle I CfMu~M1 <br />Structure Detai/: <br />Structure #1 (Pond <br />Weitzel SE Lake <br />Pond Inputs: <br />Initial Pool Elev: 4,633.31 ft <br />Initial Pool: 0.15 ac-ft <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(ft) (ft) <br />5.00 4,833.31 <br />Pond Results: <br />Peak Elevation: 4,834.21 ft <br />Dewater Time: 1.26 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Caoacity-Discharge Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~) Dewa[er <br />Time <br />(hr;) <br />4,833.30 14.700 0.000 0.000 <br />4,833.31 14.701 0.151 0.000 Spillway #1 <br />4,833.80 14.750 7.362 5.290 16.50* <br />4,834.21 14.790 13.390 13.374 13.50 Peak stage <br />4,834.30 14.800 14.750 15.198 <br />4,834.80 14.850 22.162 28.066 <br />4,835.30 14.900 29.699 43.321 <br />4,835.80 14.950 37.062 60.637 <br />4,836.30 15.000 44.649 79.792 <br />Detailed Discharge Table <br />Filename: Wellington Downs-Weitzel Analysis.sc4 Printed 10-18-2006 <br />