2006-08-02_PERMIT FILE - C1980007 ‎(7)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 8/2/2006
• Section_Exhibit Name: Exhibit 75 SGARE Appendix G Appendix F to Appendix H
• Media Type: D
• Archive: No

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C1
•
149+80
Cross Section for Irregular Channel
Project Description
Project File w:\west elk\elk 5-10.fm2
Worksheet 149+80
Flow Element Irregular Channel
Method Manning's Formula
Solve For Water Elevation
Section Data
Wtd. Mannings Coefficient D.035
Channel Slope 0.090000 ft/ft
Water Surtace Elevation 7,354.99 ft
Discharge 44.60 cfs
z
c
0
Y
W
05/71/05 FlowMaster v5.75
08:27:17 AM Haestad Methods, Inc. 37 Brookside Roatl Waterbury, CT 06708 [phone] Page 1 of 1
vv~-65.0 -60.0 -55.0 -50.0 -45.0 -40.0 -35.0 -30.0 -25.0 -20.0 -15.0 -10.0
Station (ft)