2014-08-13_PERMIT FILE - C1981018A ‎(2)‎

• Permit No: C1981018A
• IBM Index Class Name: Permit File
• Doc Date: 8/13/2014
• Section_Exhibit Name: Section II.C Hydrology
• Media Type: D
• Archive: Yes

• TABLE II.C-2
Computa tion of long-term mean an nual discharge of
the White River above Rangely, Colorado, based on the
adjusted flow duration curve.
Duration Curve Percentage Discharge (in cfs)
Mean of Q for Mean Increment in
Limits Interval Limits of Limits Interval
0.00 - 0.10 0.10 0.05 4830 4.8
0.10 - 0.20 0.10 0.15 4310 4.3
0.20 - 1.00 0.80 0.60 3500 28.0
1.0 - 3.0 2.0 2.0 2740 54.8
3.0 - 5.0 2.0 4.0 2200 44.0
5.0 - 9.0 4.0 7.0 1800 72.0
9 - 15 6 12 1230 73.8
I S - 25 10 20 740 74.0
25 - 35 10 30 550 55.0
35 - 45 10 40 480 48.0
45 - 55 10 50 440 44.0
• 55 - 65 10 60 420 42.0
65 - 75 10 70 400 40.0
75 - 85 10 80 380 38.0
85 - 95 10 90 360 36.0
95 - 99 4 97 300 12.0
99.0 - 99.6 0.6 99.3 230 1.4
99.6 - 99.8 0.2 99.7 180 0.4
99.8 - 100.0 0.2 99.9 130 0.3
Total 100.0 -- -- 672.0
n
U
Permit Renewal ll3 (Rev.B/99) II.C - 17