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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: COLOWYO COAL COMPANY <br />Filename: C:\CULVERT\AREVO User: JONATHAN DUNHAM <br />Date: 11-11-1996 Time: 08:16:45 <br />CULVERT A REVISED FLOW RUN <br />Storm: 1.80 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 />CULVERT A <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 28.4 acres <br />Total Contributing Drainage Area: 28.4 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 />0.90 ----------- <br />1.8 --------- <br />120.0 ---------------------------- <br />5.0 0.030 0.0 <br />• Minimum Pipe Diameter Required: 12.0 inches <br />(See Culvert Utility Program for full performance curves) <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) <br />--------------- (cfs) <br />-- <br />-- <br />----------------- <br />IN/OUT 0.32 ------- <br />--- <br />------------ <br />2.64 <br />+t~~***+#+r+,t~r*,tt+,r+r++++*+*+*+*r++r,r+**++,r*,r**r+r+****,r++++r*++,+,r++*+*++++++++ <br /> <br />