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<br />Table 1. Summary of Discharges
<br />Flooding Source and Study Reach Drainage Area Peak Discharges (cfs) (Annual Chance)
<br /> (sq. mi.) 10% 2% 1% 0.2%
<br />NORTH
<br />TRIBUTARIES
<br />Bighorn Creek Near Mouth 4.5 180 250 280 340
<br />Black Gore Creek Near Mouth 20.7 440 590 640 770
<br />Booth Creek Near Mouth 6.0 245 330 370 460
<br />Brush Creek
<br />At downstream corporate limits
<br />of the Town of Eagle 150 875 1,150 1,225 1,400
<br />Buffehr Creek Near Mouth 4.6 150 200 220 270
<br />Colorado River
<br />Downstream of Eagle River 4,344 18,950 24,900 27,140 31,830
<br />Upstream of Eagle River 3,400 14,649 19,685 21,650 25,933
<br />Eagle River
<br />Downsteam of Gypsum Creek 944 5,890 7,430 8,030 9,330
<br />Downstream of Brush Creek 808 5,300 6,690 7,230 8,400
<br />Downstream of Lake Creek 658 4,530 5,710 6,170 7,060
<br />Downstream of Beaver Creek 402 3,980 5,010 5,430 6,210
<br />Downstream of Gore Creek 361 3,800 4,790 5,190 5,940
<br />Downstream of Minturn 260 2,520 3,290 3,490 3,980
<br />East Mill CreeklWest Mill Creek Near Mouth 7.2 200 280 300 370
<br />Fryingpan River
<br />At Mouth 298 2,250 3,300 3,950 7,150
<br />Above Basalt 290 2,200 3,230 3,860 7,000
<br />At upstream limit of study 253 2,000 2,950 3,500 6,350
<br />Gore Creek
<br />Near Mouth 102 1,990 2,490 2,650 2,930
<br />Upstream of Buffehr Creek 90.6 1,950 2,420 2,620 2,880
<br />Upstream of Red Sandston 77.1 1,790. 2,170 2,310 2,610
<br />Upstream of Middle Creek 68.8 1,600 1,990 2,150 2,380
<br />Upstream of Spraddle Creek 66.5 1,560 1,940 2,100 2,320
<br />Upstream of Mill Creek 58.9 1,420 1,780 1,930 2,130
<br />Downstream of 1 st Vail Course Bridge 55.0 1,350 1,690 1,840 2,030
<br />Upstream of Booth Creek 48.0 1,230 1,530 1,670 1,850
<br />Upstream of Pitkin Creek 40.3 1,080 1,350 1,470 1,640
<br />Upstream of Bighorn Creek 35.7 990 1,240 1,350 1,500
<br />Gypsum Creek
<br />At Confluence with Eagle River 100 1,450 1,775 1,950 2,150
<br />Middle Creek Near Mouth 5.9 110 130 140 160
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