2010-11-19_PERMIT FILE - C1980007 ‎(25)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 11/19/2010
• Doc Name: 100 yr - 24 hr
• Section_Exhibit Name: Exhibit 66 7-Series
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
5
r�
�J
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 #5 (Nonerodib /e Channe /)
D7 -3
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Structure #6 [Cu/vert
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(
�j
Culvert Results:
Design Discharge = 0.27 cfs
Minimum pipe diameter: 1 - 4 inch pipe(s) required
Structure #4 LA onerodib /e Channel)
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:
0.27 cfs
Depth:
0.18 ft 0.48 ft
Top Width:
0.71 ft 1.91 ft
Velocity:
3.97 fps
X- Section Area:
0.06 sq ft
Hydraulic Radius:
0.080 ft
Froude Number:
2.35
Structure #6 [Cu/vert
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(
�j
Culvert Results:
Design Discharge = 0.27 cfs
Minimum pipe diameter: 1 - 4 inch pipe(s) required
Structure #4 LA onerodib /e Channel)
D7 -2
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Filename: C7- 1_D7- 1_D7 -2.sc4 Printed 10 -01 -2010