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SEDCAD 4 for Windows <br />Copyright 7999 Pamela J. Schwab <br />Civil Software Design <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capadty <br /> <br />(ao-R) DLuharge <br /> <br />(cis) Dewater <br />lime <br />(hrs) <br />5,655. 50 0.965 2.487 0.289 19.45* <br />5,656. <br />5,656. 00 <br />50 1.036 <br />1.047 2.987 <br />3.508 0.334 <br />0.374 18.10* <br />16.86* <br />5,657. 00 1.058 4.034 0.409 15.56* <br />5,657. 50 1.070 4.566 0.442 14.56* <br />5,658. 00 1.081 5.104 0.473 13.76* <br />5,658. 50 1.165 5.665 0.501 13.55* <br />5,659. 00 1.253 6.270 0.529 14.20 Spillway #1 <br />5,659. 16 1.264 6.483 2.052 7.25 Peak Stage <br />5,659. 50 1.344 6.919 5.165 <br />5,660. 00 1.438 7.614 8.509 Spillway #2 <br />5,660. 50 1.445 8.335 11.379 <br />5,661. <br />5,661. <br />5,662. 00 <br />50 <br />00 1.452 <br />1.459 <br />1.466 9.059 <br />9.787 <br />10.518 47.221 <br />88.779 <br />140.208 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />~~ <br />U <br />• <br />Detailed Discharge Table <br />(Revised 12/00) <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (cfs) <br />Emergency <br />Spillway (cfs) Combined <br />Total <br />Discharge <br />(ds) <br />5,652.00 0.000 0.000 0.000 <br />5,652.50 0.000 0.000 0.000 <br />5,653.00 0.000 0.000 0.000 <br />5,653.50 0.000 0.000 D.000 <br />5,654.00 3.00>0.000 0.000 0.000 <br />5,654.50 0.167 0.000 0.167 <br />5,655.00 <br />5,655.50 0.236 <br />0.289 0.000 <br />0.000 0.236 <br />0.289 <br />5,656.00 0.334 0.000 0.334 <br />5,656.50 ~ 0.374 0.000 0.374 <br />5,657.00 0.409 0.000 0.409 <br />5,657.50 0.442 0.000 0.442 <br />5,658.00 <br />5,658.50 0.473 <br />0.501 0.000 <br />0.000 0.473 <br />0.501 <br />5,659.00 0.529 0.000 0.529 <br />5,659.50 5.165 0.000 5.165 <br />5,660.00 8.50 .0 8.509 <br />Filename: 008FINALDESIGN 10.sc4 <br />Printed 02-232001 <br />