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SEDCAD 4 for Windows <br />r,.n„d,.~,~ ~ooa o~mai~ i c,.~.,..~~, <br /> <br /> <br />Elevation <br />Emergency <br />S illwa cfs <br />P 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. 620 87 .820 <br />7,527. 90 174. 294 174 .294 <br />7, 528. 00 199. 512 199 .512 <br />7,528. 50 336. 366 336 .386 <br />7,529. 00 503. 385 503. 385 <br />Structure #IfNull~ <br />wel/s <br />Structure #4 Londl <br />Pond OX 6 <br />Pond Inputs: <br />E Initial Pool Elev: 7,465.30 <br />Initial Pool: 11.51 ac-ft <br />Emergency Spillway <br />Spillway Elev Crest Length Left Rfght Bottom <br />(ft) Sideslope Sideslope Width (R) <br />7,465.30 31.60 3.00:1 3.00:1 20.00 <br />Pond Results: <br />Peak Elevation: 7,467.08 <br />DewaterTme: 0.62 days <br />Dewatering time is ca/culated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br />Elevation Time <br /> (ac) (ac-ft) (~s) (hrs) <br />7,446.00 0.162. 0.000 0.000 <br />7,446.50 0.187 0.087 - 0.000 <br />7,447.00 0.215 0.288 0.000 <br />7,447.50 0.244 0.302 0.000 <br />J <br /> <br />• <br />Filename: Pondl6System TR56 Emergency Spillway Only 9-20-06.sc4 Printed 09-20-2006 <br />TR-56 1s5F-~I.10 Revised 09/06 <br />