2007-06-01_PERMIT FILE - C1981019A ‎(10)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/1/2007
• Doc Name: West Pit Fill Ditch & East Taylor Pond Ditch Channel Designs ‎(Permanent)‎
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh7-14F
• Media Type: D
• Archive: Yes

• SEDCAD 4.a
Copyright 7948 Pamela J. Schwab
Civil Software Design
1
West Pit Ditch Sta. 14 to 32 : Q=100.0
Material: Riprap
Bottom Left Right ii
Width (ft) Sideslope Sideslope Slope (%) I Dreptho(ft) °Frof Dep h Mult ex (VxD)
Ratio Ratio t
10.00 3.0:1 3.0:1 9.0 j 1.00
Simons/OSM Method -Steep Slope Design
J
•
SEDCAD Utility Run
w!o Freeboard wlFreeboard
Depth: 0.73 ft 1.73 ft
Top Width: 14.36 ft 20.36 ft
~~ Velocity":
X-Section Area: 8.66 sq ft
Hydraulic Radius: 0.607
Froude Number':
Manning's n':
Dmin: 4.00 in
D50:
Dmax: 12.00 in
15.00 in
Velocity and Manning's n calculations may not apply for this method.
Printed 09-18-1998
Exh. 7-14F Revision Date: 7/25/06
18 Revision No.: TR-63