2011-03-21_PERMIT FILE - C2009087A ‎(19)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 3/21/2011
• Doc Name: South Facilities Area Operations Ditch And Culvert Designs
• Section_Exhibit Name: Exhibit 2.05.3-E2 Appendix 2.05.3-E2.G-2
• Media Type: D
• Archive: Yes

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Structure ,+1 rCulvert)
Culvert IZA
Culvert Inputs:
Structure Detail:
Max. Tailwater Entrance
Length (ft) Slope ( °1 °) Manning's n Headwater Loss Coef.
(ft) ( (Ke)
60.00 2.00 0.0150 2.00 0.00 0.90
Culvert Results:
Design Discharge = 1.51 cfs
Minimum pipe diameter: 1 - 8 inch pipe(s) required
Filename: Culvert 12Asc4
TRO1 -10
20.5.3 -E2 -G -2.48
Printed 11 -12 -2004
12/10