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
r- -inhf i°°A _ D-1. I Crhu.oh
Material: Riprap
Bottom Left Right
freeboard Freeboard Freeboard
Width (ft) Sideslope Sideslope Slope ( %)
Mult. x
Ratio Ratio
Depth (ft) % of De
Depth
(VxD).
3.00 1.5:1 1.5:1 27.3
0.50
Riprap Channel Results:
PADER Method - Mild Slope Design
Structure #31 (Ripra) Channe/1
E5
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Bottom Left Right
w/o Freeboard w /Freeboard ,
Design Discharge:
11.68 cis
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:
3.00 in
D50:
0.00 in
Dmax:
9.00 in
Structure #31 (Ripra) Channe/1
E5
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Bottom Left Right
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 27.9
0.50
Riprap Channel Results:
PADER Method - Mild Slope Design
24
•
1�1
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010
W/o Freeboard ! w/ Freeboard.
Design Discharge:
16.43 cis
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
24
•
1�1
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010