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SEDCAD 4 for Windows <br />Copynght 1998 Pamela J Schwab <br />Civil Software Desgn <br />C~ <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~s) Dewater <br />Time <br />(ham) <br />6,795.00 0.624 1.817 0.254 14.73` <br />6,795.50 0.636 2.132 0.369 10.33* <br />6,796.00 0.649 2.453 0.436 8.93* <br />6,796.50 0.662 2.781 0.566 7.01* <br />6,797.00 0.675 3.115 0.646 6.26* <br />6,797.50 0.688 3.456 0.788 6.23* <br />6,798.00 0.701 ~ 3.803 0.881 4.77* <br />6,798.50 0.714 4.157 0.960 4.46* <br />6,799.00 0.728 4.517 1.033 4.22' <br />6,799.50 0.741 4.865 1.100 4.04* <br />6,800.00 0.755 5.259 1.162 3.89* <br />6,800.50 0.771 5.640 1.221 3.78* <br />6,801.00 0.786 6.029 1.277 3.69' <br />6,801.50 0.802 6.426 1.331 3.70 <br />6,802.00 0.618 6.832 1.382 3.60 <br />6,802.50 0.835 7.245 1.432 3.55 <br />6,803.00 0.851 7.666 1.480 3.55 <br />6,803.50 0.867 8.096 3.526 3.45 <br />6,804.00 0.884 8.534 1.571 3.40 Spillway #2 <br />6,804.50 0.901 8.980 2.674 2.60 <br />6,804.90 0.415 9.343 3.587 3.10 <br />6,804.99 0.918 9.426 3.763 0.75 Spillway 711 <br />6,805.00 0.918 9.435 3.782 <br />"Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />l J <br /> <br /> <br />Elevation <br />Emergency <br />S illwa c{s <br />P Y ( ) <br /> <br />Perf. Riser (cfs) Combined <br />Total <br /> <br />Discharge <br />(cFs) <br />6,791.90 0.000 0.000 0.000 <br />6,792.00 0.000 0.000 0.000 <br />6,792.50 0.000 0.000 0.000 <br />6,793.00 0.000 1.00>0.000 0.000 <br />6,793.50 0.000 0.074 0.074 <br />6,794.00 0.000 1.00>0.105 0.105 <br />6,794.50 0.000 0.203 0.203 <br />6,795.00 0.000 1.00>0.254 0.259 <br />6,795.50 0.000 0.369 0.369 <br />6,796.00 0.000 1.00>0.436 0.436 <br />~~ ~J <br />Filename: PondMK8a26.sc4 Printed 11.01-2001 <br />