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SEDCAD 4 for Windows <br />r .,,,d,.~„ ~ ooa oo,wio i c,.n~,~n <br />Structure #2 (Null) <br />watershed area <br />Structure #3 Pond <br />Pond 016A <br />Pond Inputs: <br />Initial Pool Elev: 7,526.60 <br />Initial Pool: 19.95 ac-ft <br />Emer4ency Spillway <br />Structure Detai/; <br />Crest Length LeR Right Bottom <br />Spillway Elev (R) Sideslope Sideslope Width (R) <br />7 526.60 27.00 3.00:1 3.00:1 48.00 <br />Pond Results: <br />Peak Elevation: 7,527.80 <br />Dewater Tme: 0.57 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br /> <br /> <br />Elevation <br />Area <br /> <br />(ac) <br />Capacity <br /> <br />(ac-R) Dewater <br />Discharge Time <br /> <br />(~) (hrs) <br />7,506.00 0.286 0.000 0.000 <br />7,506.50 0.314 0.150 0.000 <br />7,507.00 0.344 0.315 0.000 <br />7,507.50 0.375 0.495 0.000 <br />7,508.00 0.408 0.690 0.000 <br />7,508.50 0.438 0.902 0.000 <br />7,509.00 0.468 1.128 0.000 <br />7,509.50 0.500 1.370 0.000 <br />7,510.00 0.533 1.629 0.000 <br />7,510.50 0.563 1.903 0.000 <br />7,511.00 0.595 2.192 0.000 <br />7,511.50 0.627 2.498 0.000 <br />7,512.00 0.660 2.819 0.000 <br />7,512.50 0.691 3.157 0.000 <br />Filename: Pondl6System TR66 Emergency Spillway Only 9-20-O6saf ~~ Printetl oe-zu-zuuti <br />'IR-`fi :`! 1's5F-G.7 Revised 09/06 <br />