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CONNISON RIPER BASIN 227 <br />• 09746200 UNCO!@AHCRE RIPER NEAR AIDOOA I, CO <br />LOCATION.--tat 36v11'02 •, long l0T~tl4'43', In SYBNEf see.4, 7.45 N., R.8 Y., Ouray County, Hydrologic <br />Unit 74020006, on right Dank 75 ft upstream from bridge, 0.2 mi dornstreem Crom Dry Creek, 0.5 ml upatreem <br />from Dallas Creek, antl 2.3 mi north of Aldgray. <br />DAAINA CE AREA.--149 mix. <br />PERIOD OF RELOAD.--October 7958 to current year. <br />REVISED RECORDS.--YAP 2124, Drainage area. <br />LACE.--Pater-ataga recorder. Dates of gags is 6,877.56 ft, Netl onal Geodetic Vertical Datum of 1929 (levels by <br />U.S. Bureau of Reclamation). <br />REMAAXS .--Aacorda good. Dlvarelona for irrlgeCion aDOVe 47st1on. Yatnr le imported above station in some years <br />by Red Mountain ditch from Mineral Creek In San Jwn RSVer Dsaln. Several obearvstlona of specl[!c <br />conductance and rater temperature Ysre obtained and era DuDlishetl elaerhere In this report. <br />AYEAA CE DIS CHA ACE.--25 yaara, 160 ft'/s7 115,900 sore-[tlyr. <br />EXTREMES FOP PERIOD OP p6C0AD.--Naaimw dlaeharga, 2,100 ft~/s June 24, 1983, gaga height, 5.73 tt; from rating <br />curve extended above 1,800 ft~/e; minimum dally, 2fi ft~/e Jen. 13, 1963. <br />EXT AEMES FOR CURRENT YEAR.--Peak dlechargae above Dase of 1,000 tt~/a and maximum (a)t <br /> Discharge Cage he tght Discharge Cage height <br />Date Tlme ( [tt/a) (ft) Date Ttme (ft~/a ) (ft) <br />Nay 31 0700 1, OBO 4.39 July 22 2000 1,450 Y.79 <br />June 71 2300 7,020 Y. 30 July 26 7800 1,790 S. 1Y <br />June 2Y 2300 a 2,100 5.73 <br />~ Mlnlmw daily discharge, 3b ft~/a F eb. 3. <br /> DIS CHA RCE, IN CU BIC FEET PEA SECON D, PATER TEAR OC70BER 1962 70 SEPTEMBER 19 83 <br />., <br /> MEAN YALUES ~ <br />((~'' <br />~ <br />DAY OCT NOV DEC JAN PEB MAR APR MAY JUN JUL i AUO SEP <br />t 795 89 63 46 43 55 T9 726 854 11010 I Y56 143 <br />2 172 64 63 46 47 58 63 778 806 70 t0 93Y 7Y3 <br />3 tfi3 77 56 46 36 6a 67 Ito 575 17001 458 739 <br />4 754 77 SE 46 40 65 58 722 595 7770 tl50 tau <br />5 145 TT 58 46 40 59 52 147 635 7060' <br />~ 430 730 <br />b 739 TT 58 46 39 51 52 750 595 n zo <br />~, 390 t2u <br />7 130 TT 58 97 40 59 52 132 600 1270 j 374 120 <br />N 132 7T 58 47 Yt 60 57 767 680 1220 i 376 120 <br />9 130 8Y 56 47 42 63 59 261 600 1760 '~ 350 ttfi <br />10 730 87 SA 46 42 70 60 306 525 1220 i 378 716 <br />tt 730 87 56 4T 43 77 60 294 680 7010; 303 716 <br />t2 120 75 55 Yfi 47 75 56 210 860 2 309 714 <br />t3 722 77 56 46 43 70 59 210 580 764 306 107 <br />t4 718 74 55 07 Y3 81 58 176 982 740 266 705 <br />t5 ttfi 74 54 4fi 42 TB 56 158 §70 670 26§ 105 <br />t6 178 71 55 4fi 43 68 56 754 540 645 249 101 <br />17 108 T9 55 97 A4 64 64 tY3 <br />y 695 23§ 99 <br />16 707 T4 54 4T 44 64 84 143 1 <br />7030 700 228 701 <br />t9 99 74 52 94 46 60 99 139 7360 ~ 8fifi 220 96 <br />20 99 T2 51 44 42 59 94 132 1380 ~ 878 210 101 <br />27 96 TO 54 40 42 52 98 730 7290 977 190 96 <br />22 92 66 55 49 46 55 98 198 7290 878 187 101 <br />23 92 TO 55 Y3 YR 54 92 259 7420 776 tT2 710 <br />24 91 6Y 52 42 50 52 734 336 7740 625 169 716 <br />25 69 63 50 40 52 51 176 Y26 7510 595 17fi it2 <br />26 89 6Y 47 Y3 50 52 158 474 1270 910 1fi5 710 <br />27 96 63 57 YO 50 51 147 580 ~ 7330 580 756 707 <br />28 94 61 4g 40 51 54 139 690 1060 450 lYT 107 <br />29 97 63 46 03 --- 56 750 ~ <br />726 957 438 154 98 <br />30 96 63 48 92 --- 61 158 Bt2 t0 to 474 756 114 <br />3t 96 <br />--- <br />46 <br />Y2 <br />--- <br />79 <br />--- <br />91u <br />-__ <br />Y62 <br />750 <br />--- <br />TOTAL 3fi 4g 2795 7688 1;98 7226 1979 2612 8960 27349 26299 6467 3397 <br />MEAN 718 73.2 59.5 Y5.7 43.8 67.7 87.1 289 972 646 273 773 <br />NAX 195 89 63 97 52 61 179 914 tTYO 7220 458 743 <br />MIN B9 b1 Y6 42 36 51 51 110 YTO 436 7Y7 96 <br />AC-FT 7240 4350 3350 2770 2430 3800 5790 77770 54250 52160 1fi790 6740 <br />CAL TA 1982 TOtAL 73255 !@AN 207 MAi 999 MIX 36 AC-FT 145300 <br />Y7A YA 1983 TOTAL 89154 M6AX 249 Mt1X 1740 MIN 36 AC -FT 176600 <br /> <br />