2011-03-21_PERMIT FILE - C2009087A ‎(19)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 3/21/2011
• Doc Name: South Facilities Area Operations Ditch And Culvert Designs
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.G-2
• Media Type: D
• Archive: Yes

SEDCAD 4.0
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Channel SCM -5
Material: Graded loam to cobbles when rmcolloidal
Triangular Channel
Left Right
Freeboard Freeboard Freeboard
Limiting
Sideslope Sideslope Slope ( %) Manning's n
Depth:
Velocity
Ratio Ratio
Depth (ft) % of Depth Mult. x (VxD)
(fps)
3.0:1 3.0:1 2.0 0.0300
0.30
3.8
SEDCAD Utility Run
TRO1 -10
20.5.3 -E2 -A -2.31
Printed 11 -28 -2010
12/10
iiii
w/o Freeboard w/ Freeboard
Design Discharge:
2.00 cfs
Depth:
0.50 ft 0.80 ft
Top Width:
2.99 ft 4.79 ft
Velocity:
2.69 fps
X- Section Area:
0.74 sq ft
Hydraulic Radius:
0.236 ft
Froude Number:
0.95
SEDCAD Utility Run
TRO1 -10
20.5.3 -E2 -A -2.31
Printed 11 -28 -2010
12/10
iiii