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SEDCAD 4 for Windows <br />Copyrtght 1998 Pamela J Schwah <br />Civil Software Design <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-h) Discharge <br /> <br />(~s) Dewater <br />Time <br />(hrs) <br />6,703.50 1.004 2.323 0.598 10.02' <br />6,704.00 1.031 2.832 0.688 8.94• Spillway #1 <br />6,704.50 1.058 3.354 1.068 5.92` <br />6,705.00 1.086 3.890 1.088 5.96` Lvs i ~w <br />6,705.50 1.114 4.440 1.107 6.05 <br />6,706.00 1.142 5.004 1.126 6.10 <br />6,706.50 1.171 5.582 1.144 6.20 <br />6,706.87 1.192 6.021 1.158 4.60 Peak Stage <br />6,707.00 1.200 6.175 1.163 <br />*Designates time(s) to dewater have been extrapolated beyond the s0 hour hydrograph limit. <br />Detailed Discharge Table <br />• <br />• <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (ds) Combined <br />To[al <br /> <br />Discharge <br />(ds) <br />6,701.03 0.000 0.000 <br />6,701.50 2.00>0.000 0.000 <br />6,702.00 1.00>0.223 0.223 <br />6,702.50 0.371 0.371 <br />6,703.00 1.00>0.465 0.465 <br />6,703.50 0.598 0.598 <br />6,704.00 0.688 0.688 <br />6,704.50 1.068 1.068 <br />6,705.00 1.088 1.088 <br />6,705.50 1.107 1.107 <br />6,706.00 1.126 1.126 <br />6,706.50 1.144 1.144 <br />6,707.00 1.163 1.163 <br />Filename: Pond 4-1 and 2.sc4 Printed 04-26-2001 <br />