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: J:\882\SEDCAD\POND06C3 User: DGG <br />Date: 02-26-1998 Time: 11:43:02 <br />SENECA II WEST MINE :POND 006 (PHASE IV)25 YR <br />Storm: 2.10 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />--------------------------- <br />--------------------------- <br />J2, B1, S1 <br />POND 006 <br />Drainage Area from J2, B1, S1, SWS(s)1-2: <br />Total Contributing Drainage Area: <br />DISCHARGE OPTIONS: <br />Emergency <br />Spillway <br />Riser Diameter (in) ---- <br />Riser Height (ft) ---- <br />Barrel Diameter (in) ---- <br />Barrel Length (ft) ---- <br />Barrel Slope (~) ---- <br />Manning'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 7075.5 <br />Crest Length (ft) 50.0 <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 />----29.7 <br />17.8 acres <br />651.0 acres <br /> <br /> <br />• <br />~~ <br />