Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• <br />Filename: <br />Storm: 1.80 <br />Company Name: COLOWYO COAL COMPANY <br />C:\CULVERT\MREVO User: JONATHAN DUD1?-:AM <br />Date: 11-11-1996 Time: 08:21:52 <br />CULVERT M REVISED FLOW RUN <br />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 M <br />Drainage Area from J1, B1, S1, SWS(s)1-2: 60.9 acres <br />Total Contributing Drainage Area: 60.9 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br />(ft) (ft) (%) (ft) <br />------------------------------------------------------------ <br />- 0.90 1.8 85.0 3.0 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) (cfs) <br />IN/OUT 0 68 2 41 <br />+*+++rrrt*r+**,rr*~r,r~rr++**,r+,r++++rr,r+-,r+++r++tr,r+,r++r+*tr+++t#+,r+,r+~~*~+,r*++++~ <br />u <br />