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SEDCAD 4 for Windows <br />rnn.,rinhf looa Oamnlo I RrM1..,ah <br /> <br /> <br />Elevation <br />Emergency <br />Spillwa 6s <br />Y ( ) Combined <br />Total <br /> <br />Discharge <br />(cfs) <br />7,526 .00 0. 000 0. 000 <br />7,526 .50 0. 000 0.000 <br />7,526 .60 0. 000 0 .000 <br />7,527 .00 39. 026 39 .026 <br />7,527 .50 87. 820 87. 820 <br />7,527 .90 174. Z94 174. 294 <br />7, 528 .00 199. 512 199. 512 <br />7,528 .50 336. 386 336. 386 <br />7,529.00 603. 386 503. 385 <br />Structure #1 (Null) <br />wells <br />Structure #~Pond~ <br />Pond 016 <br />Pond Inputs: <br />F Initial Pool Elev: 7,465.30 <br />Initial Pool: 3.66 ac-ft <br />Emergency Sgillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />7,465.30 31.60 3.00:1 3.00:1 20.00 <br />Pond Results: <br />Peak Elevation: 7,467.08 <br />Dewater Time: 0.62 days <br />Dewatering time is ca/cu/ated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br />Elevation Time <br /> (ac) (ac-ft) (~s) (ham) <br />7,461.45 0.855 0.000 0.000 <br />7,461.50 0.857 0.046 0.000 <br />7,462.00 0.882 0.481 O.OOD <br />7,462.50 0.907 0.929 0.000 <br /> <br /> <br /> <br />Filename: Pondl6System TR66 Emergency Spillway Only 9-20-06.sc4 Printed 09-20-2006 <br />TR-56 1~SF B.1O geylsed p9/W <br />