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
1° °Q _onm o�. 10 I Qrhu,oh
24
•
Left Right
Bottom
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Width (ft)
Mult. x
Ratio Ratio
Depth ft
p O % of Depth p (VxD)
3.00 1.5:1 1.5:1 27.9
0.50
Riprap Channel Results:
PADER Method - Mild Slope Design
Structure #30 (Riprap Channe /�
is DRPE -E6
DRPE -E6
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Left Right
Bottom
w/o Freeboard w/ Freeboard
Design Discharge:
10.61 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 #30 (Riprap Channe /�
is DRPE -E6
DRPE -E6
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Left Right
Bottom
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Width (ft)
Ratio Ratio
Depth ft Mult. x
p () % of Depth p
Depth:
(VxD)
3.00 1.5:1 1.5:1 23.81
0.50
Riprap Channel Results:
PADER Method - Steep Slope Design
Filename: RPE Pile.sc4 Printed 10 -06 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
13.01 cfs
Depth:
0.53 ft 1.03 ft
Top Width:
4.58 ft 6.08 ft
Velocity:
6.54 fps
X- Section Area:
1.99 sq ft
Hydraulic Radius:
0.407 ft
Froude Number:
1.75
Filename: RPE Pile.sc4 Printed 10 -06 -2010