2010-11-19_PERMIT FILE - C1980007 ‎(3)‎

• 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 Pond MB-5E
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
r nvrinhf 1QQR -9nn7 P-1. 1 Rrh,.mh
Culvert Results:
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater () ft Loss Coef.
(ft) (Ke)
190.00 5.00 0.0130 0.75 0.00 0.90
Culvert Results:
U
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 9.0 0.0170
0.30
Nonerodible Channel Results:
• Structure #14 (Erodible Channe /�
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
150.00 5.00 0.0130 4.50 0.00 0.91
Design Discharge = 39.30 cfs
Minimum pipe diameter: 1 - 30 inch pipe(s) required
Structure #41 (Culvert
C5E -42
Culvert Inputs:
Design Discharge = 0.52 cfs
Minimum pipe diameter: 1 - 6 inch pipe(s) required
Structure #22 (Nonerodible Channe /�
D5E -53
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Filename: MB -5E Sediment run.sc4
Printed 10 -01 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
41.53 cfs
Depth:
1.12 ft 1.42 ft
Top Width:
4.48 ft 5.68 ft
Velocity:
16.58 fps
X- Section Area:
2.51 sq ft
Hydraulic Radius:
0.501 ft
Froude Number:
3.90
• Structure #14 (Erodible Channe /�
Max. Tailwater Entrance
Length (ft) Slope ( %) Manning's n Headwater Loss Coef.
(ft) (ft) (Ke)
150.00 5.00 0.0130 4.50 0.00 0.91
Design Discharge = 39.30 cfs
Minimum pipe diameter: 1 - 30 inch pipe(s) required
Structure #41 (Culvert
C5E -42
Culvert Inputs:
Design Discharge = 0.52 cfs
Minimum pipe diameter: 1 - 6 inch pipe(s) required
Structure #22 (Nonerodible Channe /�
D5E -53
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Filename: MB -5E Sediment run.sc4
Printed 10 -01 -2010