2008-12-11_PERMIT FILE - C1980007A ‎(22)‎

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2008
• Doc Name: 25 Year, 24 Hour Surface Water Control Plan
• Section_Exhibit Name: Exhibit 66 Pond MB-2R
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
rnnvrinhl 4000 Ann7 D-1. I Q,N-.k
Structure #6 (Nonerodible Channel)
D2R-4A
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
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 11.0 0.0170 1 0.30
Nonerodible Channel Results:
w/o Freeboard w/ Freeboard
Design Discharge: 11.26 cfs
Depth: 0.66 ft 0.96 ft
Top Width: 2.64 ft 3.84 ft
Velocity: 12.89 fps
X-Section Area: 0.87 sq ft
Hydraulic Radius: 0.295 ft
Froude Number: 3.95
Structure #5 (Cu/vert)
C2R-3
Culvert Inputs:
Culvert Results:
Max. Tailwater Entrance
Length (ft) Slope (%) Manning's n Headwater ft Loss Coef.
(ft) (Ke)
67.00 5.00 0.0240 3.00 0.00 0.91
Design Discharge = 11.26 cfs
Minimum pipe diameter: 1 - 18 inch pipe(s) required
Structure #4 (Nonerodible Channel)
D2R-3
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
n
U
93
Filename: MB-2R.sc4 Printed 10-23-2008