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
rn ,Hr Kl 1 ooa - , )nno 0-1. 1 S:nh'—h
Channel SCM -1, Operational Conditions, 5.9% Slope
0
Material: Riprap
Trapezoidal Channel
Left
Right
w/ Freeboard
Freeboard
Bottom
Depth:
I Freeboard Freeboard
Sideslope
Width (ft)
Sideslope
Slope ( %)
16.17 ft
Ratio
Ratio
Depth (ft) % of Depth (VxD)
10.00 3.0:1
3.0:1
5.9
0.30
PADER Method - Steep Slope Design
SEDCAD Utility Run
2.05.3 -E2. G -2.184
Printed 12 -12 -2009
12/09
w/o Freeboard
w/ Freeboard
D esign Discharge:
57.70 cfs
Depth:
0.73 ft
1.0:3 ft
Top Width:
14.37 ft
16.17 ft
Velocity:
6.4 fp
X- Section Area:
8.88 sq ft
H ydraulic Radius:
0.608 ft
Froude Number:
1.46
Manning's n:
0.0400
Dmin:
2.00 in
D50:
Dmax:
3.00 in
4.50 in
SEDCAD Utility Run
2.05.3 -E2. G -2.184
Printed 12 -12 -2009
12/09