2006-06-15_PERMIT FILE - C1981035A ‎(13)‎

• Permit No: C1981035A
• IBM Index Class Name: Permit File
• Doc Date: 6/15/2006
• Section_Exhibit Name: KII Appendix 11 Hydrologic Designs
• Media Type: D
• Archive: Yes

I •
Max. Tailwater Entrance
Length (ft) Sbpe (°7°) Manning's n Headwater Loss Chef.
(ft) (ft) (Ke)
20.00 3.00 0.0240 0.86 0.00 0.50
Culvert Results:
Minimum pipe diameter: 1- 48 inch pipe(s) required
Detai/ed Performance Curves
Design Discharge = 6.59 cfs
Maximum Headwater = 0.86 ft
(BOLD indicates design pipe size)
L
SEDCAD 4.0
I`.+u.r{M..000 Oe.nda 1 CN..u~F
Culvert Inputs:
Discharge Discharge Discharge
Headwater (~) [~) (~)
(ft)
( 45 irt) [ 48 inj (54 inj
0.09 0.20 0.21 0.24
0.17 0.56 0.60 0.67
0.26 1.03 1.10 1.24
0.34 _ _ _ 1.59 1.69 1.91
0.43 2.22 2.37 _ 2.66
0.52 2.91 3.10 3.49
0.60 ~ 3.67 3.91 4.40
_ _ 0.69_ 4.48 4.78 _ 5.36
0.77 5.35 5.70 6.42
0.86 6.26 6.68 7.52
0.95 7.23 7.71 8.67
1.03 6.23 8.78 9.86
1.12 ~ 9.26 9.90 11.14
1.20 10.37 11.06 12:45
1.29 13.50 12.27 13.81
1
• SEDCAD UGtBy Run ~ - ~ -- - - Printed 0509-2006