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-25 User: RJG <br />Date: 07-10-1992 Time: 14:25:23 <br />SENECA II-W 009 AS-BUILT (25YR-24HOUR) <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />-------------------------- <br />POND INPUT/OUTPUT TABLE <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 />Emergency <br />Spillway <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />Riser Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />~arrel Slope (~) ____ <br />Wing's n of Pipe <br />Spillway Elevation ---- <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 />ND RESULTS: <br />~ Permanent <br /> Pool <br /> (ac-f t) <br /> 11.5 <br />