Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: Peabody Coal Company <br />Filename: E:\SEDCAD3\2W\009AB-10 User: RJG <br />Date: 07-10-1992 Time: 07:17:56 <br />SENECA II-W 009 AS-BUILT (lOYR-24HOUR) <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J1, B1, S1 <br />POND 009 <br />Drainage Area from J1, B1, S1, SWS(s)1: 438.6 acres <br />Total Contributing Drainage Area: 438.6 acres <br />DISCHARGE OPTIONS: <br />Drop Emergency <br />Inlet Spillway <br />Riser Diameter (in) 18.0 ---- <br />Riser Height (ft) 10.00 ---- <br />Barrel Diameter (in) 18.0 ---- <br />Barrel Length (ft) 125.00 ---- <br />Barrel Slope (~) 2.00 ---- <br />Manning's n of Pipe 0.024 ---- <br />Spillway Elevation 7086.3 ---- <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 ---- 7089.5 <br />Crest Length (ft) ---- 30.0 <br />Z:1 (Left and Right) -- -- 2 3 <br />Bottom Width (ft) ---- 15.0 <br />POND RESULTS: <br /> Sediment Permanent Dead Sediment <br /> Storage2 Pool Space Algorithm <br /> (ac-ft) (ac-f t) (o) <br /> ---------- <br />3.01 ------ ---- <br />4.35 ------------------- <br />20.00 DEPOSITS <br />• <br />• <br /> <br />