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:nn Hr H+ 1 QQA -9nn7 P-1. I CrMw�h
Left Right
Bottom
Freeboard freeboard Freeboard
. Sideslo a Sideslo a Sloe %
Width (ft) P P P ( )
Mult.'x
Depth (ft) % of Depth
Ratio Ratio
(VxD)
3.00 1.5:1 1.5:1 27.3
0.50
Riprap Channel Results:
PADER Method - Steep Slope Design
Structure #23 (Riprao Channe /�
W2
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Left Right
Bottom
w/o Freeboard w/ Freeboard
Design Discharge:
5.10 cfs
Depth:
0.28 ft 0.78 ft
Top Width:
3.83 ft 5.33 ft
Velocity:
5.41 fps
X- Section Area:
0.94 sq ft
Hydraulic Radius:
0.236 ft
Froude Number:
1.92
Manning's n:
0.0550
Dmin:
2.00 in
D50:
3.00 in
Dmax:
4.50 in
Structure #23 (Riprao Channe /�
W2
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Left Right
Bottom
Freeboard Freeboard Freeboard
a Sideslo a Sloe %
Width (ft) Sideslo P P P ( )
De th ft Mult. x
P O % of Depth
Ratio Ratio
(VxD)
3.00 1.5:1 1.5:1 27.7
0.50
Riprap Channel Results:
PADER Method - Mild Slope Design
30
•
•
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
11.34 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
30
•
•
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010