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<br />I <br /> <br />TABLE 3.2 <br />COLORADO RIVER FLOW CHRACTERISTICS <br /> <br />I <br /> <br />I <br /> <br />OAI <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />21 <br />22 <br />2l <br />" <br />25 <br /> <br />26 <br />27 <br />2a <br />29 <br />lO <br />31 <br /> <br />TOTAL <br />HE.N <br />HAX <br />HIN <br />AC-FT <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />C.U. 1R 1988 <br />WTR 1ft 1989 <br /> <br />I <br /> <br />NOTES: <br /> <br />1 <br />2 <br />1 <br />, <br />5 <br /> <br />6 <br />7 <br />a <br />9 <br />10 <br /> <br />ocr <br /> <br />1960 <br />1890 <br />1810 <br />1860 <br />1780 <br /> <br />1790 <br />1840 <br />1840 <br />1830 <br />18110 <br /> <br />DISCHARGE, CUBIC I'!I'!' '."S!COttD, WATER YEAR OCTOBER 1988 TO SEPTEMBER 1989 <br />HEAN VALUES I <br /> <br />1550 <br />1540 <br />1550 <br />1570 <br />1590 <br /> <br />1600 <br />1630 <br />1630 <br />1750 <br />1790 <br /> <br />1910 <br />1920 <br />1820 <br />1770 <br />1860 <br /> <br />1898 <br />1810 <br />1110 <br />1150 <br />1720 <br /> <br />}690 <br />1620 <br />1660 <br />1750 <br />1180 <br /> <br />1800 <br />1760 <br />1640 <br />lllsa <br />1100 <br /> <br />51270 <br />1109 <br />1920 <br />1450 <br />101100 <br /> <br />'OV <br /> <br />DEe <br />1650 <br />1590 <br />1590 <br />1550 <br />\560 <br /> <br />JAN <br /> <br />1500 <br />1570 <br />1560 <br />1500 <br />1630 <br /> <br />1630 <br />1610 <br />1520 <br />1430 <br />13110 <br /> <br />1450 <br />1600 <br />1450 <br />1 ]10 <br />1260 <br /> <br />11100 <br />1420 <br />1440 <br />1470 <br />1530 <br /> <br />1520 <br />1490 <br />11160 <br />1390 <br />11170 <br /> <br />1550 <br />11160 <br />1350 <br />1460 <br />11&80 <br />11190 <br /> <br />051'0 <br />1475 <br />16]0 <br />1260 <br />90730 <br /> <br />2aa8 <br />256a <br /> <br />1500 <br />1510 <br />1540 <br />1560 <br />, 550 <br /> <br />12'50 <br />1050 <br />1070 <br />1110 <br />1]]0 <br /> <br />15110 <br />1550 <br />1510 <br />1490 <br />11110 <br /> <br />11160 <br />11150 <br />11190 <br />1550 <br />1500 <br /> <br />1410 <br />1520 <br />1490 <br />1550 <br />1600 <br />1720 <br />1680 <br />1580 <br /> <br />111090 <br />11161 <br />1720 <br />1050 <br />a1500 <br />HAX 12100 <br />HAl 8050 <br /> <br />fEa <br /> <br />HAR <br /> <br />2040 <br />2070 <br />2010 <br />1970 <br />18'50 <br /> <br />1860 <br />1130 <br />2\40 <br />2580 <br />2890 <br /> <br />2800 <br />2690 <br />2600 <br />2510 <br />2530 <br /> <br />26'50 <br />2860 <br />3120 <br />3520 <br />3a90 <br /> <br />4200 <br />4800 <br />50'50 <br />5250 <br />5350 <br /> <br />5180 <br />4900 <br />4490 <br />3930 <br />3500 <br /> <br />91160 <br />3239 <br />5350 <br />1850 <br />192100 <br /> <br />." <br /> <br />HAY <br /> <br />l230 <br />2970 <br />2820 <br />2820 <br />2800 <br /> <br />2740 <br />2850 <br />3330 <br />~2aO <br />5,ao <br /> <br />6370 <br />6500 <br />6230 <br />5560 <br />5290 <br /> <br />.a30 <br />'530 <br />'290 <br />4320 <br />4990 <br /> <br />5830 <br />6660 <br />7100 <br />7650 <br />7660 <br /> <br />7080 <br />6320 <br />6390 <br />7050 <br />7870 <br />a050 <br /> <br />163890 <br />5287 <br />8050 <br />27110 <br />325100 <br /> <br />AC-FT 2096000 <br />AC-FT 1859000 <br /> <br />1320 <br />1000 <br />6720 <br />6190 <br />5'500 <br /> <br />5390 <br />5590 <br />5390 <br />5490 <br />5310 <br /> <br />5400 <br />5'90 <br />5690 <br />5320 <br />5210 <br /> <br />5_60 <br />6100 <br />62aO <br />5970 <br />5950 <br /> <br />5510 <br />5070 <br />11410 <br />4140 <br />3990 <br /> <br />~110 <br />4180 <br />4060 <br />3900 <br />la50 <br /> <br />160110 <br />5331 <br />1320 <br />3a50 <br />311600 <br /> <br />JUN <br /> <br />JUL <br /> <br />.. )71&0 <br />3610 <br />l390 <br />)240 <br />3130 <br /> <br />3030 <br />3000 <br />3070 <br />]1110 <br />2940 <br /> <br />2640 <br />2670 <br />2800 <br />2860 <br />2650 <br /> <br />2111i0 <br />2300 <br />2230 <br />2220 <br />2180 <br /> <br />23QO <br />2350 <br />2390 <br />25ilO <br />2890 <br /> <br />2920 <br />2870 <br />2710 <br />2690 <br />3260 <br />3110 <br /> <br />a7310 <br />2816 <br />37110 <br />2180 <br />173200 <br /> <br />AUO <br /> <br />2730 <br />26ao <br />2110 <br />2710 <br />2540 <br /> <br />2360 <br />22..0 <br />2160 <br />2150 <br />2140 <br /> <br />2200 <br />2350 <br />2500 <br />21490 <br />21140 <br /> <br />2390 <br />2370 <br />2400 <br />2400 <br />2440 <br /> <br />2510 <br />2510 <br />21100 <br />2320 <br />2300 <br /> <br />2270 <br />2250 <br />2250 <br />2210 <br />2160 <br />2100 <br /> <br />136M <br />2377 <br />2130 <br />2100 <br />146100 <br /> <br />SE' <br /> <br />2070 <br />2050 <br />2010 <br />2050 <br />2020 <br /> <br />1980 <br />1950 <br />1930 <br />1950 <br />1920 <br /> <br />1910 <br />1900 <br />1920 <br />1920 <br />1940 <br /> <br />1910 <br />1810 <br />1110 <br />1720 <br />1850 <br /> <br />2020 <br />2060 <br />2070 <br />2070 <br />2010 <br /> <br />1990 <br />1910 <br />1950 <br />1930 <br />1930 <br /> <br />585ao <br />1953 <br />2070 <br />1710 <br />116200 <br /> <br />I <br /> <br />LOCATION.--Lat 39-'11'20", lon, 108"16100", In SW4SW4 nC.30, T.9 S., H.91 'I.. Hua County, HYdrol~glc <br />Unit 14010006, on lett bank 100 tt north or Interstate 70, 0.5 ~l upstrea. rro. Jackson Canyon, 5.~1 <br />upst.rea. rraa Qraftr\'1rH-e.aL-p.Qj.ec.t. 4L.lil........ran- <faa. and 7 .i nort.naaa.. o.t. Ca.eo. <br /> <br />DRAINAQE AREA.--8,050 all. apprOX1.ately. <br /> <br />11 <br />12 <br />13 <br />'" <br />15 <br /> <br />16 <br />17 <br />la <br />19 <br />20 <br /> <br />1850 <br />1850 <br />1840 <br />1130 <br />1180 <br /> <br />1710 <br />1160 <br />1710 <br />1680 <br />1680 <br /> <br />1690 <br />161i0 <br />1610 <br />1600 <br />1610 <br /> <br />1510 <br />1490 <br />1650 <br />1530 <br />1480 <br /> <br />1510 <br />1620 <br />1570 <br />151i0 <br />1610 <br /> <br />16110 <br />1550 <br />1520 <br />1540 <br />1480 <br /> <br />1500 <br />1600 <br />1650 <br />1610 <br />15110 <br /> <br />1590 <br />1620 <br />13110 <br />1180 <br />1300 <br />PI80 <br /> <br />07590 <br />1535 <br />1650 <br />1180 <br />90390 <br /> <br />TOTAL 1056910 HEAN <br />TOTAL 937260 MEAl <br /> <br />1'570 <br />1560 <br />1810 <br />1600 <br />1460 <br /> <br />1))0 <br />1440 <br />1560 <br />1740 <br />1890 <br /> <br />1980 <br />1950 <br />1950 <br />1970 <br />1940 <br /> <br />1110 <br />1160 <br />1840 <br />1180 <br />1890 <br /> <br />1850 <br />1750 <br />1130 <br />1770 <br />1810 <br /> <br />2030 <br />2290 <br />2330 <br />2180 <br />2210 <br />2200 <br /> <br />57120 <br />181i3 <br />2]]0 <br />lll0 <br />113300 <br /> <br />HIN 1180 <br />HIN 1050 <br /> <br />WATER-DISCHARGE RECORDS <br />PERIOD OF RECORD.--Qctober 1933 to current. year. <br />REVISED RECORDS.uWRD Colo. 19131 1910. <br /> <br />GAGE.--Wate~-stale recorder. Oat~ or gale is 11,813.13 rt above NatIonal Geodet.lc Vertical Dat.um of 1929. <br />(Levels by Colorado Oepart.ent at Highways). P~lor to Oct.. la, 1934, nonrecordlng gage on river and ..ater- <br />stage recorder on HIghl1ne Canal, about. 10 lilt downstrea~ at different. dat.UIl. Oct.. la, 1934, to Feb. 27, <br />19'58, ..at.ar-st.a,e recorder at. slte 3.0 ml downstrealll at datum 22.55 rt, lower. <br /> <br />I <br /> <br />I <br /> <br />1600 <br />1590 <br />1'590 <br />1'590 <br />1560 <br />1550 <br /> <br />53720 <br />17ll <br />1960 <br />1550 <br />106600 <br /> <br />I <br /> <br />REMARKS. uE st.lu.ted daily dlscharlUI <br />dally Jtscnarges, which are poor. <br />re~ervoi~s, power develop.ent, and <br /> <br />Dec. 30 to Feb. 25, and Sept. 26-28. Records good except for estilllated <br />Natural rlow or ~t.ream affected by trans.ount.aln diversions, storage <br />diversion for irriaat.lon of about 160,000 acres. <br /> <br />AVERAGE DISCHARGE.__56 ye&r~, 3,9211 (tl/s; 2,843,000 acre-ft./yr. <br />EXTREMES FOR PERiOD OF RECORD.uHuiau. discharge, 39,300 ft.J/~, May 26, 1981i, gage height, 14.36 ft, mlnlllll.llll <br />daily, 100 rt Is, Dec. 29, 1939. <br />EXTREMES FOR CURRENT YEAR.--Haxlaw. discharge, 8,530 rt.1/s at 2030 May 30, ,&ge height, 6.56 rt, maxlmum gage <br />height, 9.10 ft, Jan. 3D, 31 (backwater frOlll ice); tDlniLDUm daily discharge. 1,050 rt'/s, Feb. 1. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />T.ken From: WATER RESOURCES DATA COLORDAO. WATER YEAR 1989 <br />VOLUME 2. Coloraoo River Basin, U.S.G.S. <br /> <br />11 <br />