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<br />.... .l'1. <br /> <br />I <br /> <br />l! <br />j <br />I <br /> <br />,I <br />Ij <br /> <br />I. <br />" <br /> <br /> <br />1\ <br />; ..\1 \ <br />I, r i <br /> <br />Ii <br /> <br />: I <br />:'1 t <br />. 1,1 <br />I <br />I <br /> <br /> <br />. . <br /> <br />260 DOLORES RIVER BASIN <br /> <br />09174600 SAN MIGUEL RIVER AT BROOKS BRIDGE, NEAR NUCLA, CO <br /> <br />LOCATION...Lat 3Bo14'39", long 10Bo30'05N, in NE1/4NE1/4 sec.15, T.46 N., R.15 W., Montrose County, Hydrologic <br />Unit 14030003, on right bank at downstream side of Brooks Bridge, 0.5 mi upstream from Tri-State power Plant, <br />3 mi upstream from Naturita Creek and 4.4 mi northeast of Naturita. <br />DRAINAGE AREA..-736 mi2. <br />PERIOD OF RECORD.--March 30, 1995 to September 30, 1995. <br /> <br />GAGE.--Water-stage recorder with satellite telemetry. Elevation of gage is 5,570 ft above sea level, from <br />topographic map. <br />REMARKS..-Records gOOd. Diversions for irrigation of several thousand acres upstream from station and diversions <br />upstream for an additional several thousand acres downstream from the gage. One small ditch diverts water <br />from Leopard Creek to uncompahgre River basin. Slight requlation by Lake Hope and Trout Lake operated by the <br />City of Telluride, Public Service of Colorado, Pacific Light and power Company, and Tri State power Company. <br />Combined capacity, 5,040 acre-ft. Several measurements of specific conductance and water temperature were <br />obtained and are published elsewhere in this report. <br /> <br />DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1994 TO SEPTEMBER 1995 <br />DAILY MEAN VALUES <br /> <br />DAY <br /> <br />OCT <br /> <br />NOV <br /> <br />DEe <br /> <br />FEB <br /> <br />MAR <br /> <br />AP, MAY JUN JUL AUG SEP <br />240 1410 805 1SBO '81 191 <br />284 1650 958 1510 449 196 <br />308 1670 1140 1430 409 17' <br />407 1350 1330 1290 378 164 <br />591 1450 1520 1010 386 14' <br />759 1310 1740 1040 375 140 <br />'30 1010 1760 1220 343 155 <br />1100 1080 1500 1220 326 171 <br />1220 1270 1310 1430 348 210 <br />717 1190 12BO 1570 306 193 <br />584 1220 1330 1500 341 177 <br />561 1560 1520 1460 327 145 <br />772 1320 1750 1380 351 126 <br />'68 1070 1910 1480 31. 115 <br />792 1540 2010 1270 28. 104 <br />602 1730 2310 11BO 256 87 <br />703 1600 2370 1050 230 81 <br />561 1610 2370 <ffl) 234 86 <br />58' 1450 1680 '72 204 9J <br />528 1420 1690 '72 324 76 <br />502 1450 1BBO 86' 355 68 <br />.7' 1570 IBOO 812 346 63 <br />.65 1540 1800 782 354 51 <br />." 1300 1750 646 327 44 <br />514 1190 1730 654 300 4B <br />651 1030 1730 642 310 4J <br />855 985 1650 618 315 47 <br />1050 895 1390 601 286 J9 <br />1190 '91 1400 578 283 122 <br />1570 1110 1520 558 246 154 <br /> 861 519 216 <br />20985 40832 48933 32833 10014 3517 <br />699 1317 1631 1059 323 117 <br />1570 1730 2370 1580 481 210 <br />240 861 805 519 204 J9 <br />41620 80990 97060 65120 19B60 69BO <br /> <br />JAN <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br /> <br />6 <br />7 <br />8 <br />. <br />10 <br /> <br />11 <br />12 <br />13 <br />14 <br />15 <br /> <br />16 <br />17 <br />18 <br />19 <br />20 <br /> <br />21 <br />22 <br />2J <br />24 <br />25 <br /> <br />26 <br />27 <br />28 <br />29 <br />30 <br />Jl <br /> <br />216 <br /> <br />TOTAL <br />MEAN <br />MAX <br />MIN <br />AC-FT <br /> <br />, <br />~~ <br />" <br />. <br />.. <br />, <br />