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