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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />Filename: J:\851\SEDCAD\POND_15 User: K. Kammerzell <br />Date: 07-14-1998 Time: 12:53:55 <br />Seneca II West (South Expansion) - Pond 15 <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />J3, B1, S1 <br />POND 15 <br />Drainage Area from J3, B1, S1, SWS(s)1: 0.6 acres <br />Total Contributing Drainage Area: 406.7 acres <br />DISCHARGE OPTIONS: <br />Drop Emergency <br />Inlet Spillway <br />L_J <br />Riser Diameter (in) 18.0 ---- <br />Riser Height (ft) 5.00 ---- <br />Barrel Diameter (in) 18.0 ---- <br />Barrel Length (ft) 100.00 ---- <br />Barrel Slope (%) 5.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevation 7380.0 ---- <br />Lowest Elevation of Holes ---- ---- <br />~ of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient ---- ---- <br />Tailwater Depth (ft) ---- ---- <br />Notch Angle (degrees) ---- ---- <br />Weir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />Siphon Tube Length (ft) ---- ---- <br />Manning~s n of Siphon ---- ---- <br />Siphon Inlet Elevation ---- ---- <br />Siphon Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 7383.0 <br />Crest Length (ft) ---- 30.0 <br />Z:1 (Left and Right) -- -- 3 3 <br />Bottom Width (ft) ---- 10.0 <br />POND RESULTS: • <br />Sediment Permanent Dead Sediment <br />Storage* Pool Space Algorithm <br />(ac-f t) (ac-ft) (%) <br />0.51 2.25 20.00 CSTRS <br />