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L71 <br />• <br />SEDCAD 4 for Windows <br />r--i�ht 100A O -W. I Q,4. -h <br />*Designates ome(s) to dewater have been extrapolated beyond the 50 hour hydrograph Amit <br />Area <br />Capacity <br />Discharge <br />Dewater <br />Time <br />Emergency <br />Elevation <br />Total <br />Spillway (ds) <br />Discharge <br />(ac) <br />(ac -ft) <br />(cfs) <br />(hrs) <br />0.000 <br />6,581.50 <br />0.801 <br />0.963 <br />0.000 <br />0.000 <br />0.000 <br />6,582.00 <br />1.099 <br />1.437 <br />0.000 <br />6,579.50 <br />0.000 <br />6,582.50 <br />1.160 <br />2.001 <br />0.000 <br />0.000 <br />0.000 <br />6,583.00 <br />1.222 <br />2,597 <br />0.000 <br />6,581.00 <br />Low hole SPW #2-,--- <br />6,583.50 <br />1.341 <br />3.237 <br />0.594 <br />13.04* <br />.... ... . ........ <br />0.000 <br />6,584.00 <br />1.467 <br />3.939 <br />0.840 <br />10.11* <br />0.000 <br />6,584.50 <br />1.516 <br />4.685 <br />1.029 <br />11.60 <br />0.000 <br />6,585.00 <br />1.566 <br />5.455 <br />1.188 <br />9,70 <br />Spillway #2 <br />61585.14 <br />1.630 <br />5.681 <br />1.601 <br />2.65 <br />Peak Stage <br />6,585.50 <br />1.694 <br />6.270 <br />2.674 <br />6#586.00 <br />1.827 <br />7.150 <br />3.782 <br />6,586.50 <br />1.917 <br />8.086 <br />4.632 <br />6,587.00 <br />2.008 <br />9.067 <br />5.348 <br />6,587.50 <br />2.066 <br />10.085 <br />5,979 <br />. . .... .... <br />6,588.00 <br />.... . . ........ . ... <br />2.125 <br />11.133 <br />6.550 <br />Spillway #1 <br />6,588,50 <br />2.185 <br />12.211 <br />25.801 <br />6,589.00-------- <br />2.245 <br />13.318 <br />45.017 <br />6,589.50 <br />2.308 <br />14.456 <br />95.267 <br />6,590.00 <br />2.371 <br />15,626 <br />150.324 <br />6,590.50 <br />2.433 <br />16.82.7 <br />220.083 <br />1 6,591.00 <br />2.495 <br />18,059 <br />302.542 <br />*Designates ome(s) to dewater have been extrapolated beyond the 50 hour hydrograph Amit <br />15 <br />Printed 01-29-2006 <br />Filename: streeter-10y(_Mr.so4l <br />.111 .......... . .... <br />Exh. 7 -SP -38 Revision Date: 2/1/06 <br />Revision No.: TR -63 <br />Combined <br />Elevation <br />Emergency <br />Per(. Riser (cis) <br />Total <br />Spillway (ds) <br />Discharge <br />(cfs) <br />6,578.00 <br />0.000 <br />0.000 <br />0.000 <br />6,578.50 <br />0.000 <br />0.000 <br />0.000 <br />6,579.00 <br />0.000 <br />0.000 <br />0.000 <br />6,579.50 <br />0.000 <br />0.000 <br />0.000 <br />6,580.00 <br />0.000 <br />0.000 <br />0.000 <br />6,580-50 <br />0.000 <br />0.000 <br />0.000 <br />6,581.00 <br />0.000 <br />0.000 <br />0.000 <br />6,581.30 <br />0.000 <br />0,000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />---.-6,581.50 <br />6,582.00 <br />0.000 <br />0.000 <br />0.000 <br />6,582,50 <br />0.000 <br />0.000 <br />0.000 <br />6,583.00 <br />0.000 <br />4.00>0,000 <br />0.000 <br />15 <br />Printed 01-29-2006 <br />Filename: streeter-10y(_Mr.so4l <br />.111 .......... . .... <br />Exh. 7 -SP -38 Revision Date: 2/1/06 <br />Revision No.: TR -63 <br />