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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: WESTERN FUELS - COLORADO <br />• Filename: C:\DATA\SEDCAD\C114P2 User: ROSS L. GUBKA, P.E. <br />Date: 03-25-1996 Time: 17:45:31 <br />CULVERT C114, lOYR-24HR EVENT <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />----------------------------------------- <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />C-114 <br />Drainage Area from Jl, Bl, Sl, SWS(s)l: 136.6 acres <br />Total Contributing Drainage Area: 136.6 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br /> (ft) (ft) (%) (ft) <br />------------ <br />0.25 ----------- <br />3.6 --------- <br />100.0 ---------------------------- <br />2.0 0.015 0.0 <br />Minimum Pipe Diameter Required: 36.0 inches <br />(See Culvert Utility Program for full performance curves) <br />• Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />---------------- <br />IN/OUT 7.39 38.80 <br />• <br />