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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\C-115A User: TOD LEFEVRE <br />Date: 09-10-1996 Time: 16:07:40 <br />C-115, lOYR-24HR EVENT...SAN MIGUEL DRAINAGE CULVERT DESIGN <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 />Jl, B1, S1 <br />C-115 <br />Drainage Area from J1, B1, Sl, SWS(s)l: 89.3 acres <br />Total Contributing Drainage Area: 89.3 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br />(ft) (ft) { o) {ft) <br />------------------------------------------------------------ <br />------------------------------------------------------------ <br />0.90 4.5 60.0 1.0 0.015 0.0 <br />Minimum Pipe Diameter Required: 30.0 inches <br />(See Culvert Utility Program for full performance curves) <br />• Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 4.50 32.55 <br />I • <br />