2010-11-19_PERMIT FILE - C1980007 ‎(31)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 11/19/2010
• Doc Name: 10 yr - 24 hr
• Section_Exhibit Name: Exhibit 66 RPE Pond
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
45
•
w/o Freeboard w/ Freeboard
Froude Number: 1.03
Structure #8 (R /pray Channe /)
DRPE -4
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 - Mild Slope Design
J
Structure #4 (Erodible Channel)
DRPE -1
Triangular Erodible Channel Inputs:
Material: Cobbles and shingles
Left Right
w/o Freeboard w/ Freeboard
Design Discharge:
4.32 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
Manning's n:
0.0000
Dmin:
3.00 in
D50:
0.00 in
Dmax:
9.00 in
Structure #4 (Erodible Channel)
DRPE -1
Triangular Erodible Channel Inputs:
Material: Cobbles and shingles
Left Right
Freeboard Freeboard Freeboard
Limiting
Sideslope Sideslope Slope ( %) Manning's n
Mult. x
Velocity
Ratio Ratio
Depth (ft) % of Depth (VxD)
(fps)
2.0:1 2.0:1 9.0 0.0350
0.30
6.0
Erodible Channel Results:
•
w/o Freeboard w/ Freeboard
Design Discharge: 1.35 cfs
Filename: RPE Pile.sc4
Printed 10 -06 -2010
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