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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\C103P24 User: ROSS L. GUBKA, P.E. <br />Date: 04-15-1996 Time: 07:02:57 <br />25YR - 24HR EVENT, CULVERT C103 UNDER 5TH STREET <br />Storm: 2.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />----------------------------------------- <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />J1, Bl, S1 <br />CULVERT C103 <br />Drainage Area from J1, Bl, S1, SWS(s)1-2: 225.8 acres <br />Total Contributing Drainage Area: 225.8 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br /> <br />---- (ft) <br />-------- (ft) <br />-------- (%) (ft) <br />---------- <br />-------- <br />-- <br />- <br />-------- <br />------------ <br />0.50 --- <br />----------- <br />6.0 - <br />--------- <br />100.0 - <br />--- <br />--- <br />---- ----------------- <br />1.0 0.015 0.0 <br />Minimum Pipe Diameter Required: 45.0 inches <br />(See Culvert Utility Program for full performance curves) <br />.~ Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />----------------------------- <br />----------------------------- <br />IN/OUT 17.18 98.57 <br /> <br />~c <br />