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SEDCAD 4 for Windows <br />CoDY~9hi 1998 Pamela J. Schwah <br />Civil Software Design <br />• <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-~) Discharge <br /> <br />(c~) Dewater <br />Tme <br />(hrs) <br />6,826.60 2.547 5.012 0.000 <br />6,827.10 2.843 6.359 0.000 <br />6,827.60 3.003 7.620 0.000 <br />6,828.10 3.168 9.363 0.000 <br />6,828.60 3.337 10.989 0.000 <br />6,829.10 3.511 12.701 0.000 <br />6,829.60 3.671 I4.497 0.000 <br />6,830.10 3.835 16.373 0.000 <br />6,830.20 3.868 16.758 D.000 Low hole SPW #1 <br />6,830.60 4.005 18.333 1.063 17.92' <br />6,831.10 9.180 20.379 1.594 15.53' <br />6,831.60 4.313 22.502 1.989 12.92* <br />6,632.10 4.448 24.692 2.317 11.44* <br />6,832.20 4.975 25.139 2.377 2.30 <br />6,832.60 4.567 26.996 3.667 7.35 <br />6,832.80 4.613 27.863 9.011 2.90 Spillway #1 <br />6,833.10 9.682 29.259 9.457 3.95 <br />6,833.49 4.863 31.107 11.458 8.85 Peak Stage <br />6,833.60 4.905 31.655 13.532 <br />6,834.10 5.133 34.164 15.714 <br />6,834.50 5,318 36.259 15.967 <br />6,834.60 5.365 36.789 16.029 <br />6,835.10 5.600 39.530 16.338 <br />6,835.40 5.731 41.228 16.521 Spillway #2 <br />6,835.60 5.819 42.384 22.215 <br />6,836.10 6.042 45.350 36.433 <br />6,836.60 6.269 46.427 75.194 <br />6,837.10 6,500 51.619 132.565 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Dischar4e Table <br />• <br /> Combined <br /> Emergency Total <br />Elevation Perf. Riser (crs) S illwa cfs <br />P Y ( ) <br />Discharge <br /> (cfs) <br />6,821.10 0.000 0.000 0.000 <br />6,821.60 0.000 0.000 0.000 <br />6,822.10 0.000 0.000 0.000 <br />6,822.60 0.000 0.000 0.000 <br />6,823.10 0.000 0.000 0.000 <br />Filename: pondG100~24AA.sc4 <br />Printetl Ol -04-2000 <br />