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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge <br /> <br />(mss) Dewater <br />Time <br />(ham) <br />6,756.00 0.919 7.202 7.308 1.30 <br />6,756.50 0.932 7.665 7.747 1.25 <br />6,757.00 0.946 8.135 8.160 1.35 <br />6,757.50 0.960 8.611 8.552 1.70 <br />6,757.80 0.968 8.900 8.778 1.45 Spillway #2 <br />6,757.90 0.971 8.997 11.614 0.70 <br />6,758.00 0.974 9.094 14.451 0.40 <br />6,758.50 0.988 9.585 28.609 0.95 <br />6,758.56 0.989 9.647 32.942 0.20 Peak Stage <br />6,759.00 1.002 10.082 63.333 <br />6,759.50 1.016 10.586 111.527 <br />6,760.00 1.030 11.098 172.075 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br /> <br />• <br />Filename: Rev25Pond008new.sc4 <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (cFs) <br />Emergency <br />S illwa 6s <br />P Y ( ) Combined <br />Total <br /> <br />Discharge <br />(cfs) <br />6,747. 03 0.000 0.000 0.000 <br />6,747. 50 0.000 0.000 0.000 <br />6,748. 00 0.000 D.D00 0.000 <br />6,746. 50 1.50>0.000 0.000 0.000 <br />6,749. 00 0.125 0.000 0.125 <br />6,749. 50 2.00>0.177 0.000 0.177 <br />6,750. 00 0.440 0.000 0.440 <br />6,750. 50 3.00>0.566 0.000 0.566 <br />6,751. 00 1.168 0.000 1.168 <br />6,751. 50 3.00>1.462 0.000 1.462 <br />6,752. 00 2.200 0.000 2.200 <br />6,752. 50 3.00>2.612 0.000 2.612 <br />6,753. 00 3.457 0.000 3.457 <br />6,753. 50 3.50>3.967 0.000 3.967 <br />6,754. 00 5.083 0.000 5.083 <br />6,754. 50 5.753 0.000 5.753 <br />6,755. 00 6.325 0.000 6.325 <br />6,755. 50 6.838 0.000 6.838 <br />6,756. 00 7.308 0.000 7.308 <br />6,756. 50 7.747 0.000 7.747 <br />6,757. 00 8.160 0.000 8.160 <br />19 <br />Printed 02-27-2002 <br />