2010-04-26_PERMIT FILE - C1980007A ‎(11)‎

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 4/26/2010
• Doc Name: SEDCAD Model Output
• Section_Exhibit Name: Exhibit 82 Appendix F
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
(: .Av ht 1QQA - P-1. I Crh�unh
M
Bottom Left Right
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Width (ft)
Mult. x
%o
Ratio . Ratio
Depth of Depth
p (VxD)
3.00 1.5:1 1.5:1 24.9
0.50
Riprap Channel Results:
PADER Method - Steep Slope Design
Structure #25 (R /pr,3 Chc7nne /1
Ell
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Left Right
Bottom
w/o Freeboard _ w/ Freeboard
Design Discharge:
41.31 cfs
Depth:
0.99 ft 1.49 ft
Top Width:
5.96 ft 7.46 ft
Velocity:
9.36 fps
X- Section Area:
4.41 sq ft
Hydraulic Radius:
0.673 ft
Froude Number:
1.92
Manning's n:
0.0610
Dmin:
5.00 in
D50:
9.00 in
Dmax:
12.00 in
Structure #25 (R /pr,3 Chc7nne /1
Ell
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Left Right
Bottom
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Width (ft) -_
Mult. x
Ratio Ratio
Depth (ft) % of Depth.
(VxD) .
3.00 1.5:1 1.5:1 39.5
0.50
Riprap Channel Results:
PADER Method - Steep Slope Design
•
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
43.69 cfs
Depth:
0.91 ft 1.41 ft
Top Width:
5.74 ft 7.24 ft
Velocity:
10.96 fps
X- Section Area:
3.98 sq ft
Hydraulic Radius:
0.634 ft
Froude Number:
2.32
•
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010