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SEDCAD 4 for Windows <br /> r�.,.,...h 1aaa 001n o�. 1, i c..h....k <br /> 9 <br /> Pond Results: <br /> Peak Elevation: 7,289.12 ft <br /> Dewater Time: 0.51 days <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 7,287.00 0.661 0.000 0.000 <br /> 7,287.01 0.661 0.006 0.000 <br /> 7,288.00 0.708 0.684 0.000 <br /> 7,289.00 0.757 1.416 0.000 Spillway#1 <br /> 7,289.12 0.736 1.504 7.991 12.20 Peak Stage <br /> 7,290.00 0.758 2.174 68.938 <br /> 7,291.00 0.759 2.932 239.116 Spillway#2 <br /> 7,292.00 0.760 3.692 525.594 <br /> 7,293.00 0.762 4.453 944.414 <br /> Detailed Discharge Table <br /> Combined <br /> Elevation Emergency Emergency Total <br /> (ft) Spillway(cfs) Spillway(cfs) Discharge <br /> (cfs) <br /> 7,287.00 0.000 0.000 0.000 <br /> 7,287.01 0.000 0.000 0.000 <br /> 7,288.00 0.000 0.000 0.000 <br /> 7,289.00 0.000 0.000 0.000 <br /> 7,290.00 68.938 0.000 68.938 <br /> 7,291.00 239.116 0.000 239.116 <br /> 7,292.00 488.655 36.939 525.594 <br /> 7,293.00 814.228 130.185 944.414 <br /> Structure #13 OPrap Channe/� <br /> East Taylor Ditch 0+00 to ETD-1 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Filename: East Taylor Pond 25 Yr 24 Hr Post Mine.sc4 Printed 03-24-2021 <br />