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SEDCAD 4 for Windows <br />Copyright 7998 Pamela J. Schwab <br />Civil Software Design <br />~D <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(cfs) Dewater <br />Tme <br />(ham) <br />6,736. <br />6,736. 00 <br />50 1.498 <br />1.532 2.012 <br />2.769 0.420 <br />0.812 21.32• <br />11.29" <br />6,737. <br />6,737 00 <br />.15 1.566 <br />1.577 3.544 <br />3.789 1.014 <br />1.503 10.35 <br />7.30 Spillway #1 <br />Peak Stage <br />6,737 .50 1.601 4.335 2.594 <br />6,738. 00 1.636 5.145 2.658 <br />6, 738. 50 1.671 5.971 2.721 <br />6,739. 00 1.707 6.816 2.782 <br />6,739. 50 1.743 7.679 2.842 <br />6,740. 00 1.780 8.559 2.901 Spillway #2 , <br />6,740. 50 1.780 9.449 3.422 <br />6, 741. 00 1.780 10.339 12.082 <br />6,741. 50 1.780 11.229 26.132 <br />6, 742. 00 1.780 12.219 47.015 <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 />Pefi. Riser (cfs) <br />Emergency <br />Spillway (ds) Combined <br />Total <br />pixtyrge <br />(ffs) <br />6,734.61 0.000 0.000 0.000 <br />6,735.00 2.00>0.000 0.000 0.000 <br />6,735.50 <br />6,736.00 0.297 <br />2.00>0.420 0.000 <br />0.000 0.297 <br />0.420 <br />6,736.50 0.812 0.000 0.812 <br />6,737.00 1.014 O.D00 1.014 <br />6,737.50 2.594 0.000 2.594 <br />6,738.00 2.658 0.000 2.658 <br />6,738.50 2.721 0.000 2.721 <br />6,739.00 2.782 0.000 2.782 <br />6,739.50 2.842 0.000 2.842 <br />6,740.00 2.901 0.000 2.901 <br />6,740.50 2.958 0.464 3.422 <br />6,741.00 3.014 9.068 12.082 <br />6,741.50 3.070 23.062 26.132 <br />6,742.00 3.124 43.891 47.015 <br />Filename: ponds-1.sc4 Printed 04-23.2001 <br />