2007-06-01_PERMIT FILE - C1981019A ‎(9)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/1/2007
• Doc Name: Section 16 Fill Ditch, Final East Pit Ditch & Prospect Ditch Channel Designs ‎(Permanent)‎
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh7-14D
• Media Type: D
• Archive: Yes

SEQCA~ 4.0
Cooyngnt 1998 Pamela J 9chwati
Crvd Sortware Design
Prospect Ditch Sta. 0 to 15: Q=102.8
Material: Riprap
Bottom Left Right ~ Freeboard Freeboard Freeboard
Sideslope Sidestope Slope (°~d)
Width (ft) Ratio Ratio I Depth (it) °!° of Depth Mutt. x (VxD}
10.00 3.0:1 3.0,1 15.0 1.00
Simons/OSM Method -Steep Slope Design
w/o Freeboard wl Freeboard
pepth: Os3 ft 1.63 ft
Top Width: 13.78 ft 19.78 ft
Velocity":
X-Section Area: 7.49 sq ft
Hydraulic Radius: 0:53fi
Froude !Number':
Manning`s n':
I---.._.---...__- ---
---- ......--
--
-

~ Dmin:
..
..__
_._.._....
__.
_
5.00 in
_
_ .___.
-
i
.-
_-_._._.__._..__._
.
.
.
D50: ,.
-_._--
15.00 in -____-_.,.__~
r
Dmax: 18.75 in
•
Velocity and Manning's n Calculations may not apply kor this method.
1
5EDCAD Utility Run Printed 09-17-1998
Exh. 7-14D
18
Revision Date: 7/25/06
Revision No. TR-63