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GAECN RIVER QASIx Jl5
<br />09]06222 PICEANCE CREEK AT Nil TE RIVER, C~
<br />IOfAT10N,--Lot 10'OS't 6•, long lOB•I/'75•, In SN,xE~ tee,2, i,l N „ R,97 M., R10 Blanco County. Hydro logs
<br />Unit (1050006, on Ielt bank 9011 ft uDStreaN Iron south, 1.0 ^1 rest o1 Yhtte River Ctty, and 11 ai rest o1
<br />Meeker,
<br />ORAIxAGE AREA.--652 ^fa.
<br />MATER-DISCHARGE RECORDS
<br />PERI00 OF RECORD. •-October 1964 to SeDteaber 1966, October 1910 to turrenC year.
<br />REVISED RECORDS.--MDR CO-B2-J: Drainage area.
<br />GAGE.--Pater-stage recorder. Elevation o/ gage Is 5,705 ft above National Geodetic Yertlcal Datum or 1929, /rom
<br />topographic ma D. Ott. 1, 1961, to Sept. 70, 1966. and Oct. 1, 1970, to July l2, 1974, at several sites 1.1 mi
<br />upstream at dt(ferent datums.
<br />REMARKS.--E st lma led dally discharges: Nov. 28 to Mar. 7. Records goad asceDt Ior Oct, t to June 22, wh lcn ere
<br />poor. Diversions !or Irrlgatian of about 5,500 acres uptt ream /rom station,
<br />AVERAGE DISCHARGE.--2i years, J9.6 Its/s; 28,690 acre-ft/yr.
<br />EXTREMES FOR PERl00 OF RECORD.--Maximum Discharge, 62B }tt/s, StDt. 7, 1978, gage height, 7.04 /t, on basis ~/
<br />slope-e rea measu repent of Deak flow; alnlmum dally, 0.50 Its/s. July 21-22, 1966.
<br />E%iREMES FOR CURRENT YEAR.--Peak discharges greater loan base dtschargm of 100 fit/f, and .a. torus (•):
<br />Discharge Gage height 0l scha rge Gage ~eignt
<br />Date Tlme (Its/s) (It) Oa to Time (rte/s) (It)
<br />Mar. 18 1700 •57 •2.85
<br />Minimum dally, 1.0 fit/s, July 70.
<br />DISCHARGE, CUBIC FEET PER SECOxD. MATER YEAR OCTOBER 1989 TO SEPTEMBER 1990
<br />MEAN VALUES
<br />OAY OC1 NOV DEC JAM FEB MAR APR MAY JUN JUL AUG SEP
<br />1 9.) 15 20 t8 27 25 t' S.8 a.5 7.7 2.0 2.2
<br />2 9.9 l3 2] l7 15 Z8 18 1.2 4.5 7.8 I.7 1.2
<br />7 10 lS 26 16 21 26 11 6.8 /.] ].8 l.6 2.l
<br />1 10 20 22 16 22 30 11 6.8 4.l /,J 1.5 Z.0
<br />5 10 24 2/ l5 l6 70 I1 6.8 J.9 ].8 l.6 2.1
<br />6 Il 2/ 25 15 21 28 B.5 7.1 4.0 1.8 1.5 2.s
<br />7 I1 25 ]0 i5 2] ]2 8.6 7.6 4.0 t.2 l.5 5.1
<br />B l2 l1 26 11 22 25 7.8 6.8 4.l s.5 l.5 a.0
<br />9 lJ 25 2/ IS 22 71 9.0 6.1 2.8 J,S l.s 1.5
<br />10 l7 2] 25 l6 22 37 7.9 8.) 2.6 4.fi I.5 J.t
<br />1l 12 21 26 IS 22 J6 6.2 5.9 2.9 a,/ l,J 2.9
<br />It l2 2l 21 15 24 35 6.0 5.7 ].S s.J l.5 ].1
<br />I7 l3 25 26 15 27 J/ 5.9 5.4 2.1 J.L l.S 2.7
<br />l4 l] 25 24 l5 22 72 5.8 5.0 2.J J.J l.5 3.7
<br />15 1/ 16 26 14 22 3] 5.8 5.2 7.1 s,l l.5 1.0
<br />16 l6 IS I2 la 22 32 5.7 1.8 i.0 J,J l.4 2.6
<br />l7 I6 V 12 U 22 ]4 /.7 5.i 1.9 a.l l.J ~.]
<br />l8 l8 1T 20 20 2l 0) 7.9 5.5 l.6 t.7 1.] J6
<br />l9 l9 18 l8 27 2I 2) t.7 5.5 1.6 4,l I.S N
<br />20 20 1B 10 11 2J 21 /.2 4.9 I.S ].8 l.6 10
<br />21 l7 1B 19 13 22 28 4,1 4.1 I.8 7.6 i.6 7.0
<br />i2 I/ l6 l9 11 22 25 /,5 /.8 2.0 7.6 1.6 6.J
<br />27 19 II l8 16 12 27 5.2 4.S 2.2 ].6 1.1 5.8
<br />24 12 22 l8 l8 2l it 6.5 4,5 2.6 d.J 1.8 6.8
<br />25 22 2d 18 l1 27 22 6.6 d,8 ].J 1.6 1.8 6.7
<br />t6 22 25 l8 16 2J 2l 6,7 4,7 2.] l.3 l.9 6.5
<br />27 21 18 I6 19 27 27 6.l 4.2 1.9 l.J 1.9 7.l
<br />28 16 2l i6 l6 2] 22 S.2 t.0 7.0 1.5 2.] 7.1
<br />29 16 25 l8 ll --- 22 6.] J,6 J.6 l.2 2.l B.l
<br />70 16 20 19 19 --- 20 6.i 5.5 7.9 1.0 2.J 8.5
<br />31 l6 --- 19 21 --- 20 --- 4.7 --- 2.0 2.] ---
<br />TOTAL 186.6 598 669 506 612 BB6 229.0 171.8 88.9 108.4 51.8 L90.9
<br />MEAN I5.1 19.9 21.6 16.3 21.9 28.6 7.67 S.S4 2.96 ],50 1.67 6.J6
<br />NA% 22 25 70 27 24 47 18 7,6 4,5 1.6 2.7 76
<br />MIN 9.7 1] 16 I7 IS 20 ].9 d.0 1.5 1.0 1.3 2.0
<br />AC-FT 926 1190 i7]0 1000 1210 1760 151 341 176 2I5 107 ]79
<br />GL rR 1989 TOTAL )817.1 MEAN 21.1 MAx 140 MIN l.6 AC-FT 15510
<br />Ylp YR 1990 TOTAL 1578.4 MEAN 12.5 MAT d7 M[x 1,0 AC-fT 9080
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