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SEDCAD 4 for Windows <br />5 <br />~~, Structure Detai/.• <br />Structure #1 (Pond) <br />Reclaim Area <br />Pond Inputs: <br />Initial Pool Elev: 7,421.50 <br />Initial Pool: 2.80 arR <br />Drop Inlet <br />Riser Height Barrel Barr <br />t Slope <br />aa ' <br />Di meter <br />(ft) e <br />meter <br />D <br />Length (ft) Va) Manning <br />s n Spillway Elev <br />(in) (in) <br />12.00 3.50 12.00 ]00.00 5.00 0.0150 7,427.50 <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right ~ Botiom <br />(ft) 5ideslope 5ideslope Width (ft) <br />7,424.00 20.00 3.00:1 3.00:1 10.00 <br /> <br />Pond Results: <br />Peak Elevation: 7,423.97 <br />Dewater Time: 0.69 days <br />Dewatering time is calc~/ated Iran peak stage to lowest spi//way <br />Elevation-Capacit rte-Discharge Table <br />`~ <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Disrl~arge Dewater <br />Time <br />(crs) (hrs) <br />7,410.00 0.090 0.000 0.000 <br />7,410.50 0.100 D.D48 O.D00 <br />7,411.00 0.111 0.100 -0.000 <br />7,911.50 0.123 0.159 0.000 <br />7,412.00 0.135 0.223 O.OOD <br />7,912.50 ~ 0.147 ~ O.Z94 0.000 <br />7,413.00 0.159 0.371 0.000 <br />7,413.50 0.172 0.454 0.000 <br />7,4]4.00 0.186 0.543 O.DOD <br />7,914.50 0.199 0.639 O.D00 <br />7,915.00 0.213 0.743 0.000 <br />J,415.50 0.227 0.853 0.000 <br />Filename: YPM 12.sc4 Printed 12-04-2003 <br />