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SEDCAD 4 for Windows <br />Copyrigh~'1998 Pamela J Schwab <br />Civil Software Design <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge <br /> <br />(~s) Dewater <br />Tme <br />~hrs) II <br />6,704.50 1.047 5.211 0.000 <br />6,705.00 1.074 5.741 0.000 Spillway #1 <br />6,705.50 1.100 6.285 0.746 8.81• <br />6,706.00 1.127 6.841 46.D33 11.95 <br />6,706.40 1.149 7.297 88.457 0.10 Peak Stage <br />6,706.50 1.155 7.412 99.214 <br />6,707.00 1.182 7.996 163.988 p <br />6,707.50 1.210 8.594 245.812 <br />~C r <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 />Emergency <br />Spillwa ds <br />Y (. ) Combined <br />Total <br /> <br />Discharge <br />(ds) <br />6,698 .74 0.000 0.000 <br />6,699. 00 0.000 0.000 <br />6,699 .50 0.000 0.000 <br />6,700. 00 0.000 0.000 <br />6,700. 60 0.000 0.000 <br />6,701. 00 0.000 0.000 <br />6,701. 50 0.000 0.000 <br />6,702. 00 0.000 0.000 <br />6,702. 50 0.000 0.000 <br />6,703. 00 0.000 0.000 <br />6,703. 50 0.000 0.000 <br />6,704. 00 0.000 0.000 <br />6,704. 50 0.000 0.000 <br />6,705. 00 0.000 0.000 <br />6,705. 50 0.146 0.746 <br />6,706. 00 46.033 46.033 <br />6,706. 50 99.214 99.214 <br />6, 707. 00 163.988 163.988 <br />6,707. 50 245.812 245.812 <br />Filename: Pond 4-1 emer. revised.sc4 Printed 07-31-2001 <br />