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
45
w/o Freeboard w/ Freeboard
D50: 9.00 in
Dmax: 12.00 in
Structure #7 (Erodib le Channel
DRPE -3
Triangular Erodible Channel Inputs:
Material: Cobbles and shingles
Left Right
9
Freeboard :
Freeboard Freeboard
Limiting
g
Sideslope Sideslope Slope ( %) Manning's n
Mult x
Velocity'
Ratio Ratio
Depth (ft) % of Depth
(V xD )
(fps)
2.0:1 2.0:1 3.0 0.0350
0.30
5.5
•
Erodible Channel Results:
Structure #8 NJ: rap Channe /�
DRPE -3A
Triangular Riprap Channel Inputs:
Material: Riprap
Left : Right
w/o Freeboard w/ Freeboard
Design Discharge:
7.58 cfs
Depth:
0.95 ft 1.25 ft
Top Width:
3.81 ft 5.01 ft
Velocity:
4.18 fps
X- Section Area:
1.82 sq ft
Hydraulic Radius:
0.426 ft
Froude Number:
1.07
Structure #8 NJ: rap Channe /�
DRPE -3A
Triangular Riprap Channel Inputs:
Material: Riprap
Left : Right
Freeboard
Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Mult. x
Ratio Ratio
Depth (ft) % of Depth (VxD)
2.0:1 2.0:1 31.0
0.30
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:
7.58 cis
Depth:
0.73 ft 1.03 ft
Top Width:
2.91 ft 4.11 ft
Velocity:
7.14 fps
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010