2010-11-19_PERMIT FILE - C1980007 ‎(24)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 11/19/2010
• Doc Name: 25 yr - 24 hr
• Section_Exhibit Name: Exhibit 66 7-Series
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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•
Left Right
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %) Manning's n
Mult. x
Ratio Ratio
Depth (ft) % of Depth (VxD)
2.0:1 2.0:1 6.0 0.0170
0.30
Nonerodible Channel Results:
•
Structure Detail;
Structure #S (Nonerodib /e Channel)
D7 -3
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Structure #6 (Cu /vetf
C7 -2
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef.
(ft) () (Ke)
60.00 5.00 0.0240 3.00 0.00 0.9(
•
Culvert Results:
Design Discharge = 0.20 cfs
Minimum pipe diameter: I - 4 inch pipe(s) required
Structure #4 (Nonerodible Channe /�
D7 -2
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Filename: C7 -1 D7 -1 D7 -2.sc4
Printed 10 -01 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
0.20 cfs
Depth:
0.16 ft 0.46 ft
Top Width:
0.63 ft 1.83 ft
Velocity:
3.68 fps
X- Section Area:
0.05 sq ft
Hydraulic Radius:
0.071 ft
Froude Number:
2.30
Structure #6 (Cu /vetf
C7 -2
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef.
(ft) () (Ke)
60.00 5.00 0.0240 3.00 0.00 0.9(
•
Culvert Results:
Design Discharge = 0.20 cfs
Minimum pipe diameter: I - 4 inch pipe(s) required
Structure #4 (Nonerodible Channe /�
D7 -2
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Filename: C7 -1 D7 -1 D7 -2.sc4
Printed 10 -01 -2010