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.. <br />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: D:\DATA\SEDCAD\MR34D User: ROSS L. GUBKA, P.E. <br />Date: 04-07-1995 Time: 10:30:43 <br />100YR - 24HR RAINFALL EVENT FOR CULVERT C112 <br />Storm: 3.00 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />C112 <br />Drainage Area from J1, B1, 51, SWS(s)1: 101.7 acres <br />Total Contributing Drainage Area: 101.7 acres <br />.Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br />(ft) (ft) (e) (ft) <br />------------------------------------------------------------ <br />0.90 6.0 80.0 2.5 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 />----------------------------- <br />IN/OUT 12.26 42.66 <br /> <br /> <br />