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• <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br />Diameter Length Loss Depth <br /> Slope (%) n Elev <br />(in) (R) Coefficient (ft) <br />12.00 114.00 14.00 0.0240 6,168.10 0.90 0.00 <br />Pond Results: <br />Peak Elevation: 6,168.62 <br />Dewater Time: 0.60 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />• <br /> <br /> <br />Elevation Area <br /> <br />(ac) capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~s) Dewater <br />Time <br />(hrs) <br />6,158.00 0.067 0.000 O.D00 <br />6,158.50 0.094 0.045 0.000 <br />6,159.00 0.101 0.094 0.000 <br />6,159.50 0.108 0.146 0.000 <br />6,160.00 0.115 0.201 0.000 <br />6,160.50 0.123 0.261 0.000 <br />6,161.00 D.132 0.325 0.000 <br />6,161.50 0.141 0.393 0.000 <br />6,162.00 0.150 0.465 0.000 <br />6,162.50 0.159 0.543 0.000 <br />6,163.00 0.169 0.625 0.000 <br />6,163.50 0.179 0.712 0.000 <br />6,164.00 0.189 0.804 0.000 <br />6,164.50 0.200 0.901 0.000 <br />6,165.00 0.211 1.004 0.000 <br />6,165.50 0.222 1.112 0.000 <br />6,166.00 0.233 1.225 0.000 Spillway #1 <br />6,166.50 0.245 1.345 2.674 11.25 <br />6,167.00 0.257 1.470 3.782 0.90 <br />6,167.50 0.269 1.602 4.632 0.60 <br />6,168.00 0.282 1.740 5.348 0.60 <br />6,168.10 0.284 1.768 5.480 0.10 Spillway #2 <br />6,168.50 0.295 1.684 6.522 0.50 <br />6,168.82 0.303 1.981 7.694 0.50 Peak Stage <br />6,169.00 0.306 2.034 8.343 <br />6,169.50 0.321 2.192 9.951 <br />6,170.00 0.335 2.356 11.061 <br />Filename: pondd2624REVR1.sc4 <br />Printed OS-10-2 000 <br />