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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights rese:ve3. <br />• Company Name: COLOWYO COAL COMPANY <br />Filename: C:\CULVERT\IREVO User: JONATHAN DUNHAM <br />Date: 11-11-1996 Time: 08:21:45 <br />CULVERT I 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 I <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 15.2 acres <br />Total Contributing Drainage Area: 15.2 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 1.5 100.0 7.0 0.030 0.0 <br />Minimum Pipe Diameter Required: 8.0 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 />----------------- <br />IN/OUT 0.17 -- <br />-- <br />------------ <br />1.40 <br />++++,r+,rr++,t,r++t,t*+**:r+,tt+*,t,r~+,t,r+++,t*,t,rt+,r+,t,tr+,r++,r++,rr,t~,r~~,rr+*,r++r+++*,r++,r+t,t <br />i~ <br />