2010-05-07_PERMIT FILE - C2009087A ‎(45)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 5/7/2010
• Doc Name: South Facilities Area Operational Ditch and Culvert Designs pgs 170 to 238
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.G-2
• Media Type: D
• Archive: Yes

SEDCAD 4.0
f:nmminht 1°°R_ P -1. I Q,h—.H
is Channel SCI ! -2 - TRM Design, Operational Conditions,
2.0% Slope, Stability Analysis
Material: Bare Soil w/ TRM
Trapezoidal Channel
Left Right
Bottom
Freeboard
Freeboard Freeboard
Limiting
Sideslope Sideslope Slope ( %) Manning' s n
Width (ft)
Mult. x
Depth (ft) % of Depth
Velocity
(fps)
Ratio Ratio
(VxD)
Velocity:
10.00 3.0:1 3.0:1 2.0 0.02301
0.30
9.0
•
SEDCAD Utility Run Printed 12 -12 -2009
2.05.3 -E2.G -2.206 12/09
w/o Freeboard w/ Freeboard
Design Discharge:
36.60 cfs
Depth:
0.56 ft 0.86 ft
Top Width:
13.34 ft 15.14 ft
Velocity:
5.62 fps
X- Section Area:
6.51 sq ft
Hydraulic Radius:
0.481 ft
Froude Number:
1.42
•
SEDCAD Utility Run Printed 12 -12 -2009
2.05.3 -E2.G -2.206 12/09