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• CUNNISON PIVEP BASIN • 199 <br />„ 091 46200 UN CO MPAHGA E RIYEA NEAR RIDGYA T, CO <br />LOCATION.--L at 38'tt~02", long tOT'YY~Y3"~ In SYBNEd s ec.Y, 1 .45 N., P .8 Y., Ouray County, Hytlrologic <br />Unit 14020006, on right bank 75 ft dorm Cream from bridge, 0.2 ml dorns cream from Dry Creek, 0 .5 ml upst ream <br />from Della! Creez, and 2.3 mi north of Ridgray. <br />ORA INA GE APEA.--tVg ml~. <br />PEflIOD OF PECOflD.--Otto bar 1958 co current year. <br />REVISED RE COPDS.--YSP 212V : Drat nage area . <br />GAGE.-- Hater-stage recorde r. Datum of gag e is 6,877.5 8 fT. ab ove National Geodeti c Vertical Datum of 1929 <br />(lev el! Dy U.S. Bureau of Raclama clon). <br />REMARKS .--E ltlmaced dally Discharge! : Oeo . 2, 11-tY, 27, De C . 30 to J an. t, Jan. 10-23, and July 9 Co Aug. 26. <br />Reco rds good except for elclmated dally dllcharges, rhich are Cai r. Di ve talon! for i rrigation upstream from <br />stat ion. Nacer is impo rted up !Cream fr om ataclon I n some year! by fled Nountaln ditch tram Hln eral Creek 1n <br />San Juan Plver bast n. Several observat ion! of !Dec lflc co nductance and racer tempera ture rare ob Cal ned and <br />are puD llahed elser here In Cal! report. <br />AYERA GE DIS CHA PCE.--29 yea rs, 169 ft t/!; 1 22,400 acre- ft/yr. <br />E %T REMES FOP PEPIOD OF RE COPD.--Maximum di scharge, 2,1 00 Ct~/ s, June 24, 1983. gage height, 5.73 ft; from rating <br />curv e extended aDo ve 7, 000 ft'/s; ml nlm um daily, 26 ftt/!, Jan. 73, 1963. <br />E%T PEMES FOP CU PRENS YEAR. --Peak dllchar ga s greater ro an base discharge of 1,000 Cc'/s, and maximum (•): <br /> D ischarge Gage height Discharge Gaga he ight <br />Dace time (ftt/s) (CL) D ate lime (tt' /s) (ft) <br />June t5 0100 •1,020 •4.44 No othe r Deak greater Chan bale di seharge. <br />Mini mum daily, 42 fCt/! , Jan. 18. <br /> DISCHARGE, IN CUBIC FEET PE R SECOND, YA tEfl YEAR OCTOBER 7gBfi SO SEPTEMBER 1987 <br /> MEA N VALUES <br />DAY OCT NDY DEC JAN FEB MAA APA MAY JUN JUL AUC SEP <br />t 157 tt9 72 50 50 46 59 466 310 497 200 138 <br />2 145 122 70 Su 52 Y5 68 Y50 424 475 210 140 <br />3 146 122 T7 56 55 46 75 330 578 466 190 140 <br />4 139 721 TT 56 55 48 89 284 607 Y35 770 136 <br />5 t3fi 106 TT Sfi 54 52 82 280 587 391 750 136 <br />b 135 106 80 5T 51 69 83 277 668 377 750 132 <br />7 132 99 83 54 St 78 83 377 7u8 3fi0 220 130 <br />8 132 93 80 55 55 7Y 83 375 606 347 2D0 t2B <br />9 729 77 78 55 56 69 86 u48 Bu3 3u0 tfio 726 <br />10 130 86 6Z 50 55 74 06 464 8t7 340 150 722 <br />tt 143 82 60 50 57 75 88 458 Tub 330 130 178 <br />12 142 85 60 50 58 69 91 549 740 310 120 ttfi <br />13 129 BS 60 4B 64 78 93 560 BiV 290 tt0 ttu <br />tY 130 83 60 4B 69 85 90 586 851 290 100 116 <br />15 72u 86 62 YB 57 80 104 688 672 280 100 ttY <br />t6 122 86 62 V6 57 7T tYt 739 Bfib 270 95 109 <br />li 1i8 85 62 uY 55 69 i87 lit Egg 310 90 706 <br />i8 114 87 62 u2 55 69 216 671 671 290 85 104 <br />tg n 0 777 6u au 53 77 217 567 665 230 80 99 <br />20 tt8 98 64 L6 50 72 186 507 637 790 TS 98 <br />2t tzt 93 64 a6 Y8 65 153 459 566 200 80 96 <br />22 tt0 99 62 YO u7 66 180 395 569 230 85 93 <br />23 103 94 62 48 u8 62 2Y6 363 578 230 too 9t <br />2Y 70.1 85 58 49 u7 62 293 353 Sit 210 280 88 <br />25 701 88 59 Y9 49 59 330 326 596 220 330 68 <br />26 9fi 9t 58 Y9 52 58 365 295 587 220 260 88 <br />21 96 83 55 50 49 6t 383 259 565 260 190 88 <br />28 96 82 57 57 47 6t 38; 235 St6 260 162 BS <br />29 96 82 56 50 --- 58 425 230 533 230 157 B5 <br />30 9u 82 55 St --- 50 Y65 225 493 220 146 85 <br />37 93 --- 50 St --- 52 --- 235 <br />--- <br />220 <br />7V0 <br />--- <br />tOTAL 3732 282Y 2008 1547 1496 2006 542Y 13702 19353 9316 4755 3309 <br />MEAN 120 94.1 64.8 49.9 53.4 64.7 187 u23 bus 307 153 770 <br />HA% 151 122 83 5T 69 85 Y65 739 872 497 330 140 <br />NIN 93 TT 50 V2 4T 45 59 225 370 190 TS 85 <br />AC-FS 7Y00 5600 3980 3070 2970 3980 70760 25990 38390 18Y80 9430 6560 <br />CAL YR 1986 tOTAL 7T57Y MEAN 213 MA% 1 130 NIN Y2 AC-Ft 153900 <br />YIR YR 1987 TOTAL fi8874 MEAN 189 MAS 872 MIN Y2 AC-FT 136600 <br /> <br />