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TABLE XXII - Continued: Name of 1Jatershed Eleva- tion of Sta tion Drain- age Area Sq. Miles A Aver- age Flow 1000/ A.F. B Mean Eleva- tion Ft. C E1eva- Min. S.P. D Flow Ac. Inch Per Ac. E Ac.Ft. Flow Per Inch SWE. F Percent Flow Per Inch SWE. G1 App,roxi- mate 'I COTr. Cbef- ,ficlen t SnolC Course Ele- vation 10,000 Rio Grande continued: Conejos near Mogote Colorado River Navaho near Chromo Los Pinos below Val1ecito He:ruu.Jsa lh::ar Hermosa Dallas near Ridgeway Colorado near Colo- Utah Line Buzzard near Collbran Roaring Fork near Glenwood Frying Pan near Norrie Colorado below Dotsero Eagle near Gypsum Rock Creek near Taponas Dolores, below Rico San Juan at Pagosa Springs San Miguel at Placerville San ,Juan at Rosa, N.M. East at Almont Tomichi at Gunnison Gunnison near Gtlllnison L. Fork Gunnison at Gateway N. Fork Gunnison at Somerset S. Fork White near Buford ~rnite near Buford Yampa near Oak Creek Elk at Clark Williams Fork near Pagoda Little Snake near Slater Green at Warren Ridge Green at Green River, \.Jyoming Pine above Fremont Lake New Fork near Boulder Boulder below Boulder 'Lake Big S~~d7 near Farson 8,270 7,940 7,515 6,705 6,930 4,370 6,955 5,720 8,410 6,130 6,270 8,544 8,422 7,052 7,055 5,980 8,007 7,673 7,670 7,827 6,038 6,970 7,010 7,100 7,270 6,830 6,831 7,470 6,050 7,540 6,900 7,200 6,800 17,900 2,900 139 18 1,460 90 4,'390 1,250 957 340 308 1,990 295 1,020 1,010 10,000 282 70 284 172 90 48 105 298 338 521 170 254 227 206 150 285 468 76 552 130 320 215 10,200 9,000 14.1 50 9,800 145 9,800 60 14 9,600 8,500 6,500 9,000 600 70 9,000 10,700 6,500 9,400 18 75 9,100 9,800 175 9,600 125 600 9,100 7,500 230 130 425 9,500 9,200 9,300 145 9,500 260 8,500 140 140 8,900 8,700 55 210 8,300 8,700 75 8,400 150 8,400 325 8,500 950 7,300 115 240 8,800 8,300 135 50 8,700 8,100 8,900 10.8 8,700 9.9 8,600 6.6 8,700 2.9 8,800 8,700 8,600 8,500 8,700 8,900 8,800 8,500 8,900 8,500 8,300 8,200 8,200 8,200 8,300 8,100 7,900 7,700 7,500 7,200 7,300 7,200 7,500 7,500 7,400 7,400 7,400 7,600 66 7.7 14.5 7.0 11.2 11.0 14.7 2.4 7.9 15.5 10.3 4.5 18.9 13.0 28.2 8.2 19.3 3.0 10,000 4,000 13,000 , 6,000 2,000 3.0 3.4 350,000 3,500 60,000 5,000 5.3 6.8 140,000 30,000 2,200 17,000 9,000 7.6 5.7 10,000 35,000 14,000 17,000 45,000 8.1 8,500 9.4 18,000 7,000 12,000 8,000 7,000 9.3 7,000 9.8 7,000 14,000 1.8 50,000 8,000 10,000 10,000 4,000 4.6 8.0 9.0 10.0 14.2 12.1 18.5 10.0 7.2 11.2 8.8 14.6 9.4 5.2 8.0 5.9 6.1 12.9 10.7 5.6 7.0 5.0 8.5 7.3 3.4 9.3 4.6 4.2 5.3 7.0 4.2 7.4 8.0 ,.89 :.84 10,000 .. 88 ; 89 :: 79 10,500 9,700 9,800 1.90 .72 ! 9,900 9,500 1.93 ;.92 , ;1.0,000 9,700 ,.90 ,.92 10,000 10,000 .80 ,.87 9,100 10,700 ;.92 I 10,000 1.83 '.90 10,200 10,000 ;.85 ;.87 .87 9,000 10,700 9,800 .84 10,900 :.86 9,500 '.82 :. 85 1 9,000 8,500 '.85 .85 8,500 8,700 .86 8,800 .90 9,800 .90 B,200 .90 8,200 .90 .89 8,800 8,300 ,.82 .81 8,750 9,000