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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. SchwaO <br />Civil Software Design <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-h) Discharge <br /> <br />(~s) Dewater <br />Tme <br />(hn) <br />6,636 .50 0.662 1.052 0.074 52.78' <br />6,637 .00 0.692 1.390 0.105 38.99" <br />6,637 .50 0.721 1.744 0.203 21.06` <br />6,638 .00 0.752 2.112 0.254 19.60 Spiilway ul <br />6,638 .17 0.763 2.241 0.847 10.00 Peak Stage <br />6,638. 50 0.783 2.496 2.018 <br />6,639. 00 0.815 2.895 2,074 <br />6,639. 50 0.847 3.310 2.128 <br />6,640. 00 0.880 3.742 2.181 Spillway #2 <br />6,640. 50 0.880 4.182 2.697 <br />6,641. 00 0.880 4.622 11.351 <br />6,641. 50 0.880 5.062 25.395 <br />6,642. 00 0.880 5.502 46.272 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br /> <br /> <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (cfs) <br />Emergency <br />5 illwa cfs <br />P Y ( ) Combined <br />To[al <br /> <br />Discharge <br />(cfs) <br />6,634.79 0.000 0.000 0.000 <br />6,635.00 0.000 O.D00 0.000 <br />6,635.50 0.000 0.000 0.000 <br />6,636.00 1.00>0.000 0.000 0.000 <br />6,636.50 0.074 0.000 0.074 <br />6,637.00 1.00>0.305 0.000 0.105 <br />6,637.50 0.203 0.000 0.203 <br />6,638.00 0.254 0.000 0.254 <br />6,638.50 2.018 0.000 2.018 <br />6,639.00 2.074 0.000 2.074 <br />6,639.50 2.128 0.000 2.128 <br />6,690.00 2.181 0.000 2.181 <br />6,640.SD 2.233 0.464 2.697 <br />6,641.00 2.284 9.068 11.351 <br />6,641.50 2.333 23.062 25.395 <br />6,642.00 2.382 43.891 46.272 <br />Filename: pond?-4.sc4 Panted 04-24-2001 <br />