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SEDCAD 4 for Windows <br />Copynght 7998 Pamela J. Schwab <br />Civil Software Design <br />• <br />• <br /> <br /> <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac-R) <br />Discharge <br />(6s) Dewater <br />Time <br /> <br />(hrs) <br />6,734.00 1.366 0.709 0.000 <br />6,734.50 1.398 1.400 0.000 <br />6,735.00 1.431 2.108 0.000 Low hole SPW N1 <br />6,735.50 1.464 2.831 0.297 29.48• <br />6,736.00 1.498 3.572 0.920 21.32* <br />6,736.50 1.532 4.329 0.612 11.29• <br />6,737.00 1.566 5.104 1.014 10.30 Spillway #1 <br />6,737.50 1.601 5.895 2.594 5.70 <br />6,738.00 1.636 6.704 2.658 3.75 <br />6,738.50 1.671 7.531 2.721 4.30 <br />6,738.69 1.685 7.844 2.)44 5.55 Peak Stage <br />6,739.00 1.707 8.376 2.)82 <br />6,739.50 1.793 9.238 2.842 <br />6,740.00 1.780 10.119 2.901 Spillway k2 <br />6,740.50 1.780 11.009 3.422 <br />6, 741.00 1.780 11.899 12.082 <br />6,741.50 1.780 12.789 26.132 <br />6,742.00 1.760 13.679 47.015 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Dischar4e Table <br />• <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (cfs) <br />Emergency <br />S illwa cfs <br />P Y ( ) Combined <br />Total <br /> <br />Discharge <br />(cfs) <br />6,733.47 0.000 0.000 0.000 <br />6,733.50 0.000 0.000 0.000 <br />6,734.00 0.000 0.000 0.000 <br />6,734.50 0.000 0.000 0.000 <br />6,735.00 2.00>0.000 0.000 0.000 <br />6,735.50 0.297 0.000 0.297 <br />6,736.00 2.00>0.420 0.000 0.420 <br />6,736.50 0.812 0.000 0.612 <br />6,737.00 1.014 0.000 1.014 <br />6,737.50 2.594 0.000 2.594 <br />6,738.00 2.658 0.000 2.658 <br />6,738.50 2.721 0.000 2.721 <br />6,739.00 2.782 0.000 2.782 <br />6,739.50 2.642 0.000 2.842 <br />6,740.00 2.901 0.000 2.901 <br />Filename: 100pond6-1.sc4 Printed 04-24-2001 <br />