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:\821\SUB3P10 User: TEL <br />Date: 09-22-1997 Time: 09:07:53 <br />OXBOW: SUBSTATION 3 POND 10-YR <br />Storm: 2.00 inches, to year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />CAUTION: THE STAGE OF YOUR PRINCIPLE SPILLWAY MAY CAUSE BED SCOUR. <br />YOUR OBSERVED EFFLUENT MAY NOT MEET THE DESIRED EFFLUENT STANDARD. <br />INCREASE THE STAGE OF YOUR PRINCIPAL SPILLWAY. <br />J1, Bl, S1 <br />SUBSTATION 3 POND <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 1.3 acres <br />• Total Contributing Drainage Area: 1.3 acres <br />/ <br />ilISCHARGE OPTIONS: <br />Trickle Emergency <br />Tube Spillway <br />Riser Diameter (in) ---- ---- <br />Riser Height (ft) ---- ---- <br />Barrel Diameter (in) 3.0 ---- <br />Barrel Length (ft) 5000.00 ---- <br />Barrel Slope (o) 0.05 ---- <br />Manning's n of Pipe _ 0.090 ---- <br />Spillway Elevat ion 6181.0 ---- <br />Lowest Elevation of Holes ---- ---- <br />~ of Holes/Elevation ---- ---- <br />Entrance Loss Coefficient 0.9 ---- <br />Tailwater Depth (ft) 1.0 ---- <br />tch Angle (degrees) ---- ---- <br />~ir Width (ft) ---- ---- <br />Siphon Crest Elevation ---- ---- <br />Siphon Tube Diameter (in) ---- ---- <br />291 <br />