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
1o°a - , )nn7 P.—I. i c� hwnh
Bottom Left Right
Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Width (ft)
Mult. x
Ratio Ratio
De th ft % of Depth
P �) (VxD)
3.00 1.5:1 1.5:1 26.2
0.50
Riprap Channel Results:
PADER Method - Steep Slope Design
Structure #20 (Riprap Channe /�
ws
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Bottm Left Right
w/o Freeboard w/ Freeboard
Design Discharge:
23.23 cfs
Depth:
0.68 ft 1.18 ft
Top Width:
5.03 ft 6.53 ft
Velocity:
8.57 fps
X- Section Area:
2.71 sq ft
Hydraulic Radius:
0.499 ft
Froude Number:
2.06
Manning's n:
0.0560
Dmin:
3.00 in
D50:
6.00 in
Dmax:
9.00 in
Structure #20 (Riprap Channe /�
ws
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Bottm Left Right
Freeboard Freeboard Freeboard
Wid h O ft Sideslope Sideslope Slope ( %)
o ' Mult. x
Ratio Ratio
Depth (ft) . /o of Depth (VxD)
3.00 1.5:1 1.5:1 26.2
0.50
Riprap Channel Results:
PADER Method - Steep Slope Design
34
•
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
28.48 cfs
Depth:
0.76 ft 1.26 ft
Top Width:
5.27 ft 6.77 ft
Velocity:
9.10 fps
X- Section Area:
3.13 sq ft
Hydraulic Radius:
0.546 ft
Froude Number:
2.08
34
•
•
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010