PERMFILE134674

• Permit No: C1982057A
• IBM Index Class Name: Permit File
• Doc Date: 11/5/2004
• Section_Exhibit Name: Tab 13 Attachment 13-7 Part 2
• Media Type: D
• Archive: Yes

SEDCAD 4.0
1
Seneca IIw Oil Well Access Road
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope (%) Manning's n Headwater ft Loss Coef.
(ft) () (Ke)
100.00 2.00 0.0150 2.00 0.00 0.90
Culvert Results:
Minimum pipe diameter: 1 - 18 inch pipe(s) required
Detai/ed Performance Curves
Design Discharge = 7.00 cfs
Maximum Headwater = 2.00 ft
(BOLD indicates design pipe size)

I '
~_J

Headwater
(ft) Discharge
(cfs)
(15 in) Discharge
(cfs)
(18 in) Discharge
(cts)
(21 in)
0.20 0.24 0.28 0.33
0.40 0.68 0.81 0.93
0.60 1.22 1.46 1.71
0.80 1.88 2.25 2.62
1.00 2.62 3.14 3.67
1.20 3.44 4.13 4.82
1.40 4.34 5.20 6.07
1.60 5.10 6.36 7.42
1.80 5.79 7.46 8.85
2.00 6.40 8.43 ~ 10.36
2.20 6.96 9.30 11.60
2.40 7.48 10.10 12.78
2.60 7.96 10.84 13.85
2.80 8.41 11.53 14.85
3.00 8.70 12.18 15.78
SEDCAD Utility Run Printed 02-16-2004