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SEDCAD 4 for Windows <br />Cnnonnh110P0. Pamula I Cnhunh <br />Riser Riser Height <br />Diameter Barrel Barrel Barrel Slope <br />Diameter <br />Manning's n Spillway Elev <br />(ft) Length (ft) (%) <br />(in) (in) <br />24.00 5.00 24.00 100.00 9.00 0.0240 7,462.00 <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Wid[h (ft) <br />7,465.30 31.60 3.00:1 3.00:1 20.00 <br />Pond Results: <br />Peak Elevation: 7,465.21 <br />H'grdph Detention Time: 1.00 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.76 days <br />Trap Efficiency: 6.56 <br />Dewatering time is ca/cu/ated from peak stage to lowest spillway <br />r1 <br />Elevation-Capacity-Discharge Table <br />Drop Inlet <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(mss) Dewater <br />Time <br />(hm) <br />7,461.38 0.852 O.OOD 0.000 Top of Sed. Storage <br />7,462.00 0.882 0.535 0.000 Spillway #1 <br />7,463.00 0.933 1.443 15.127 15.55 <br />7,464.00 0.986 2.402 21.392 1.15 <br />7,465.00 1.037 3.414 26.200 1.10 <br />7,465.21 1.048 3.636 27.106 0.50 Peak Stage <br />7,465.30 1.053 3.727 27.478 Spillway #2 <br />7,466.00 1.090 4.477 52.855 <br />7,467.00 1.144 5.594 156.932 <br />7,468.00 1.200 6.766 321.904 <br />7,468.80 1.251 7.746 508.365 <br />Detailed Discharge Table <br /> <br />Filename: Pondl6System TR66 9-20-06.srA <br />TR-Sfi <br />13-SF-A.11 <br />Printed 09-20-2006 <br />Revised i~/06 <br />