2017-05-12_PERMIT FILE - C2010089 ‎(3)‎

• Permit No: C2010089
• IBM Index Class Name: PERMIT FILE
• Doc Date: 5/12/2017
• Doc Name: SECAD Runs for Culverts
• Section_Exhibit Name: Appendix 2.05.3‎(3)‎-1
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
Cnrn,rinhf loop _9fNn P-1. I Ghu,oh
Structure Detail;
Structure #1 (Culvert)
NHN CUL VERT C-6
Culvert Inputs:
Max. Entrance
Length (ft) Slope (%) Manning's n Headwater Tailwater (ft) Loss Coef.
(ft) (Ke)
130.00 2.00 0.0150 3.20 0.00 0.70
Culvert Results:
Design Discharge = 20.48 cfs
Minimum pipe diameter: 1 - 24 inch pipe(s) required
6
Filename: CULVERT C-6 10YR-24HR_02.06.17.sc4 Printed 02-06-2017
Appendix 2.05.3(3)-1 Page 11 February 2017 (TR -15)