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SEDCAD 4 for Windows <br />r,- ,,inht 1 acm -7nn7 P-1. I Crhu-h <br />7 <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />Ws) <br />Dewater <br />Time <br />(hrs) <br />5,668.97 <br />1.056 <br />0.000 <br />0.000 <br />Top of Sed. Storage <br />5,669.00 <br />1.059 <br />0.033 <br />0.000 <br />5,669.50 <br />1.111 <br />0.575 <br />0.000 <br />0.000 <br />0.000 <br />5,670.00 <br />1.163 <br />1.143 <br />0.000 <br />5,669.50 <br />0.000 <br />5,670.50 <br />1.216 <br />1.738 <br />0.000 <br />0.000 <br />0.000 <br />5,671.00 <br />1.268 <br />2.359 <br />0.000 <br />5,671.30 <br />1.299 <br />2.744 <br />0.000 <br />5,671.50 <br />1.319 <br />3.006 <br />0.000 <br />Low hole SPW #1 <br />5,671.52 <br />1.321 <br />3.032 <br />0.268 <br />1.20* <br />5,672.00 <br />1.370 <br />3.678 <br />1.337 <br />5.84* <br />5,672.50 <br />1.443 <br />4.381 <br />1.891 <br />4.50* <br />5,672.52 <br />1.448 <br />4.410 <br />1.910 <br />0.20 <br />5,673.00 <br />1.575 <br />5.136 <br />2.316 <br />4.15 <br />5,673.50 <br />1.770 <br />5.971 <br />2.674 <br />4.05 <br />5,674.00 <br />1.945 <br />6.900 <br />2.990 <br />4.00 <br />5,674.50 <br />2.002 <br />7.886 <br />3.275 <br />3.80 <br />5,675.00 <br />2.093 <br />8.910 <br />3.537 <br />3.65 <br />5,675.50 <br />2.167 <br />9.975 <br />3.782 <br />3.50 <br />Spillway #1 <br />5,675.52 <br />2.170 <br />10.019 <br />3.791 <br />0.15 <br />5,676.00 <br />2.246 <br />11.078 <br />5.165 <br />4.85 <br />5,676.50 <br />2.324 <br />12.221 <br />8.509 <br />6.15 <br />5,676.50 <br />2.328 <br />12.230 <br />8.523 <br />0.30 <br />Peak Stage <br />5,677.00 <br />2.408 <br />13.404 <br />10.421 <br />5,677.50 <br />2.497 <br />14.630 <br />12.033 <br />Spillway #2 <br />5,678.00 <br />2.583 <br />15.900 <br />34.113 <br />5,678.50 <br />2.670 <br />17.213 <br />50.007 <br />5,679.00 <br />2.766 <br />18.572 <br />51.825 <br />5,679.50 <br />2.828 <br />19.970 <br />53.551 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />Filename: NHN POND 001 04 -01 -2013 25yr -24hr drop inlet 5679.5EL & drop inlet emergency weephole open dga sc4 Printed 04 -02 -2013 <br />Combined <br />Elevation <br />Drop Inlet <br />Total <br />(ft) <br />Perf. Riser (cfs) <br />(cfs) <br />Discharge <br />(cfs) <br />5,668.97 <br />0.000 <br />0.000 <br />0.000 <br />5,669.00 <br />0.000 <br />0.000 <br />0.000 <br />5,669.50 <br />0.000 <br />0.000 <br />0.000 <br />5,670.00 <br />0.000 <br />0.000 <br />0.000 <br />5,670.50 <br />0.000 <br />0.000 <br />0.000 <br />Filename: NHN POND 001 04 -01 -2013 25yr -24hr drop inlet 5679.5EL & drop inlet emergency weephole open dga sc4 Printed 04 -02 -2013 <br />