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
KT]
Bottom Left. Right
Freeboard Freeboard Freeboard
o
Width (ft) Sideslope Sideslope Slope (/o)
.
Mult x
Ratio Ratio
Depth (ft) % of Depth
(VxD)
3.00 1.5:1 1.5:1 32.5
0.50
Riprap Channel Results:
PADER Method - Steep Slope Design
Structure #28 (Riprap Channel
Trapezoidal Riprap Channel Inputs:
Material: Riprap
:Left Right
Bottom
w/o Freeboard w/ Freeboard
Design Discharge:
22.17 cfs
Depth:
0.63 ft 1.13 ft
Top Width:
4.90 ft 6.40 ft
Velocity:
8.89 fps
X- Section Area:
2.49 sq ft
Hydraulic Radius:
0.473 ft
Froude Number:
2.19
Manning's n:
0.0580
Dmin:
3.00 in
D50:
6.00 in
Dmax:
9.00 in
Structure #28 (Riprap Channel
Trapezoidal Riprap Channel Inputs:
Material: Riprap
:Left Right
Bottom
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Width (ft)
Ratio Ratio
Depth (ft) % of Depth (VxD)
3.00 1.5:1 1.5:1 33.7
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:
25.24 cfs
Depth:
0.69 ft 1.19 ft
Top Width:
5.08 ft 6.58 ft
Velocity:
9.03 fps
X- Section Area:
2.79 sq ft
Hydraulic Radius:
0.509 ft
Froude Number:
2.15
Manning's n:
0.0610
Dmin:
5.00 in
•
•
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010