Laserfiche WebLink
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: D:\TOM\SENECA\P6POST User: TEL <br />Date: 09-25-1995 Time: 15:37:35 <br />SENECA II WEST POND 6 POSTMINING <br />Storm: 2.50 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------- <br />--------------------------- <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J2, B1, S1 <br />POND6 POSTMINING <br />Drainage Area from J2, B1, S1, SWS(s)1-2: 6.8 acres <br />Total Contributing Drainage Area: 757.5 acres <br />DISCHARGE OPTIONS: <br />Emergency <br />Spillway <br />________________________________ <br />Riser Diameter (in)________________________~___-_- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />Barrel Slope (°s) ---- <br />Manning's n of Pipe ---- <br />Spillway Elevation ---- <br />Lowest Elevation of Holes ---- <br />~f Holes/Elevation <br />E-ntrance 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 7070.8 <br />Crest Length (ft) 100.0 <br />Z:1 (Left and Right) 3 3 <br />Bottom Width (ft) 15.0 <br />POND RESULTS: <br />Permanent <br />Pool <br />(ac-ft) <br />====17.6 <br />Runoff Peak <br />-_----Volume-Discharge <br />(ac-ft) (cfs) <br />IN 14.76 48.77 <br />OUT 14.76 31.00 <br />Peak Hydrograph <br />Elevation Detention Time <br />