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SEDCAD 4 for Windows <br />r ,..~,i,.~.. goon _~nm na,.,.is i c,~n~n <br />5 <br />• <br />Structure Detai/: <br />Structure #i (Null) <br />Nu//Structure #1 <br />Structure #2 (Null) <br />Nu/l Structure #Z <br />Structure #3 (Null) <br />Nul/Structure #3 <br />Structure #4 jPond,1 <br />Pond E <br />Pond Inputs: <br />Initial Pool FJev: 6,843.50 ft <br />Initial Pool: 6.03 arft <br />Emergency Spillway <br />Spillway Elev Crest ~~~ Left Right Bottom <br />• (R) Sideslope Sldeslope width (ft) <br />6,843.50 10.00 2.00:1 2.00:1 5.00 <br />Pond Results: <br />Peak Elevation: 6,644.26 ft <br />Dewater Time: 1.82 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br /> <br />Elevation Area <br /> <br />(ac) Capadty <br /> <br />(ac-ft) Discharge Dewater <br />Tim <br />(ch) (hrs) <br />6,837.46 0.341 0.000 0.000 <br />6,837.48 0.344 0.008 0.000 <br />6,837.58 0.360 0.044 0.000 <br />6,837.68 0.375 0.080 0.000 <br />6,837.78 0.391 0.119 0.000 <br />6,837.88 0.410 0.159 0.000 <br />6,837.98 0.429 0.201 0.000 <br />6,838.08 0.449 0.245 0.000 <br />Filename: Pond E 25yr24hr pond full_no riser_spllhvay_hydrology.sc4 Printed 02-07-2007 <br />