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:\851\SEDCAD\PND1525 User: K. Kammerzell <br />Date: 07-14-1998 Time: 12:56:36 <br />Seneca II West (South Expansion) - Pond 15 (25YR-24HR) <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 />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 />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 <br />Spillway <br />• <br /> <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 />Permanent <br />Pool <br />(ac-f t) <br />4.4 <br /> <br />