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SEDCAD 4 for Windows <br />Copyrigh1199a Pamela J. Schwab <br />Civil Sofhvare Design <br />r~ <br />iU <br /> <br />Elevation Area <br /> <br />(aq Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(crs) Dewater <br />Time <br />(ham) <br />7,384.00 0.844 3.599 0.000 <br />7,385.00 0.890 4.466 0.000 Spillway #1 <br />7,386.00 0.941 5.381 23.635 ]3.80 <br />7,387.00 0.994 6.345 33.368 0.90 Peak Stage <br />7,387.00 0.994 6.349 33.426 <br />7,387.50 1.021 6.653 37.371 Spillway #2 <br />7,388.00 1.048 7.370 74.220 <br />7,389.00 1.103 6.445 141.810 <br />7,390.00 1.160 9.577 290.135 <br />Detailed Discharge Table <br />• <br />• <br /> <br /> <br />Elevation <br />Drop Inlet <br />~ <br />(ds) <br />Emergency <br />Spillway (ds) combined <br />Tolal <br /> <br />Discharge <br />(cfs) <br />7,379. 11 0.000 0.000 0.000 <br />7,380. 00 0.000 0.000 0.000 <br />7,381. 00 0.000 0.000 0.000 <br />7,382. 00 0.000 0.000 0.000 <br />7,383. 00 0.000 0.000 0.000 <br />7,384.00 0.000 0.000 0.000 <br />7,385. 00 0.000 0.000 0.000 <br />7,386. 00 23.635 0.000 23.635 <br />7,387. 00 33.426 0.000 33.426 <br />7,387. 50 37.371 0.000 37.371 <br />7,388. 00 40.938 33.282 74.220 <br />7,389. 00 41.963 99.847 141.810 <br />7,390. 00 42.950 247.185 290.135 <br />Filename: Pondl4asbuiltl0yr.sc4 Printed 10-17-2001 <br />