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SEDCAD 4 for Windows <br />Copynght 7998 Pamela J. Schwab <br />Civil Software Design <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~) D~'0ater <br />Time <br />(hrs) <br />7,263.:10 1.275 2.621 0.868 8.76* <br />7,254.00 1.309 3.267 1.003 8.35 <br />7,264.!.0 1.344 3.930 1.121 7.60 Spillway #1 <br />7,255.(10 1.380 4.611 6.608 9.70 <br />7,255.`.0 1.416 5.310 23.635 1.80 <br />7,256.00 1.453 6.028 28.947 0.65 <br />7,256.:8 1.484 6.586 32.341 0.60 Peak Stage <br />7,256._`•0 1.493 6.764 33.426 <br />7,267.G0 1.534 7.521 34.272 Spillway #2 <br />7,257.50 1.574 8.298 49.797 <br />7,258.00 1.615 9.095 65.309 <br />7,258.50 1.657 9.913 108.092 <br />7, 259.00 1.699 10.752 157.306 <br />7,259.50 1.742 11.612 222.335 <br />7,260.00 1.785 12.994 302.351 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (ds) <br />Emergency <br />Spillway (Rs) Combined <br />Total <br />Discharge <br />(ds) <br />7,251 .32 0.000 0.000 0. 000 <br />7,251 .50 0.000 0.000 0. 000 <br />7,252 .00 3.00>0.000 0.000 0. 000 <br />7,252 .50 0.501 0.000 0. 501 <br />7,253 .00 0.709 0.000 0. 709 <br />7,253 .50 0.868 0.000 0. 866 <br />7,254 .00 1.003 0.000 1. 003 <br />7,254 .50 1.121 0.000 1. 121 <br />7,255 .00 8.608 0.000 6. 608 <br />7,255 .50 23.635 0.000 23. 635 <br />7,256 .00 28.947 0.000 28. 947 <br />7,256 .50 33.426 0.000 33. 426 <br />7,257 .00 34.272 0.000 34. 272 <br />7,257 .50 34.946 14.851 49. 797 <br />7,266 .00 35.606 29.703 65. 309 <br />7,258 .50 36.255 71.837 108. 092 <br />7,259 .00 36.892 120.413 157. 306 <br />7,259 .50 37.519 189.816 222. 335 <br />• <br /> <br />I 1 <br />~J <br />Filename: pontl12AB10rev2.sca Printed OS-04-2000 <br />