2010-11-19_PERMIT FILE - C1980007 ‎(4)‎

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

SEDCAD 4 for Windows
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Length (ft) Slope ( %) Manning's n He Max. Headwater Tailft) Entrance
Loss Coef.
(ft) (Ke)
200.00 5.00 0.0130 1.00 0.00 0.9(
Culvert Results:
0-
Structure #20 (Culvert
C5E -50
Culvert Inputs:
Design Discharge = 0.07 cfs
Minimum pipe diameter: 1 - 4 inch pipe(s) required
Structure #15 nVonerodib /e Channel
D5E -53A
D5E -53A Nonerodible Channel Inputs:
Material: Concrete
Nonerodible Channel Results:
w/o Freeboard w/ Freeboard
Depth:
0.13 ft 0.43 ft
Top Width:
0.54 ft 1.74 ft
Velocity:
9.51 fps
X- Section Area:
0.04 sq ft
Hydraulic Radius:
0.060 ft
Froude Number:
6.47
Structure #20 (Culvert
C5E -50
Culvert Inputs:
Design Discharge = 0.07 cfs
Minimum pipe diameter: 1 - 4 inch pipe(s) required
Structure #15 nVonerodib /e Channel
D5E -53A
D5E -53A Nonerodible Channel Inputs:
Material: Concrete
Nonerodible Channel Results:
Structure #44 (Cu /vert,�
C5E -43
Culvert Inputs:
99
Filename: MB -5E Sediment run.sc4 Printed 10 -01 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
1.03 cfs
Depth:
0.19 ft 0.49 ft
Top Width:
1.00 ft 1.00 ft
Velocity:
5.33 fps
X- Section Area:
0.19 sq ft
Hydraulic Radius:
0.139 ft
Froude Number:
2.14
Structure #44 (Cu /vert,�
C5E -43
Culvert Inputs:
99
Filename: MB -5E Sediment run.sc4 Printed 10 -01 -2010