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
f`n AM,+ 4 Goff _Onn7 D -1. 1 Q h1.1. .
Structure #33 ( R/prap Channel)
E3
Trapezoidal Riprap Channel Inputs:
Material: Riprap
•
Left Right
Bottom
w/o Freeboard w/ Freeboard
Design. Discharge:
2.63 cfs
Depth:
0.00 ft
Top Width:
0.00 ft
Velocity:
0.00 fps
X- Section Area:
0.00 sq ft
Hydraulic Radius:
0.000 ft
Froude Number:
0.00
Manning's n:
0.0000
Dmin:
2.00 in
D50:
0.00 in
Dmax:
4.50 in
Structure #33 ( R/prap Channel)
E3
Trapezoidal Riprap Channel Inputs:
Material: Riprap
•
Left Right
Bottom
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %G)
Width (ft)
Mult. x
Depth (ft) % of Depth
Ratio Ratio
(VxD)
3.00 1.5:1 1.5:1 28.2
0.50
Riprap Channel Results:
PADER Method - Steep Slope Design
Structure #32 (Riprap Channel)
i E4
Trapezoidal Riprap Channel Inputs:
23
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
6.56 cfs
Depth:
0.31 ft 0.81 ft
Top Width:
3.92 ft 5.42 ft
Velocity:
6.18 fps
X- Section Area:
1.06 sq ft
Hydraulic Radius:
0.259 ft
Froude Number:
2.09
Manning's n:
0.0520
Dmin:
2.00 in
D50:
3.00 in
Dmax:
4.50 in
Structure #32 (Riprap Channel)
i E4
Trapezoidal Riprap Channel Inputs:
23
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010