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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\KREVO User: JONATHAN DUNHAM <br />_~ Date: 11-11-1996 Time: 08:21:48 <br />CULVERT K REVISED FLOW RUN <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- - --------------- <br />NON-POND STRUCTURE I%1PUT/OUTPUT TABLE <br />J1, B1, S1 <br />CULVERT K <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 96.6 acres <br />Total Contributing Drainage Area: 96.6 acres <br />• <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 />1.5 --------- <br />100.0 ---------------------------- <br />2.0 0.030 0.0 <br />Minimum Pipe Diameter Required: 18.0 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 1.05 ------------ <br />4.22 <br />++~+~+++++rrr*r*,r++**t,rrr+*++,r,t+*,r,r+tr*++rr**r*+r+r*,r**f*r**++++++,r++*#+r++++++.+ <br />i, <br />