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<br />G0.EEN gIVER 8g51X 3J5
<br />09]06222 PICEAxCE CREEK Ai NHITE RIVER, CO
<br />' LOCATION (REVISED).--Lot d0°04'39", long 108°14'09", in SEy6Ey sec.2, T.L N., R.97 M., Rio Blanco County,
<br />Hydrologic Unit 14050006, on le/t bank L00 f[ tlownst ream from bridge, LO ml southwest of Nhi[e River City, 1.1
<br />mi upstream fron mpu lh, and l7 of west pf Mepker.
<br />i
<br />DRAINAGE AREA.--652 ni',
<br />HATER-DISCHARGE RECORDS
<br />PERIOD OF RECORD.--October 1964 to SeDtemher L466, October 1970 to Current year.
<br />~, REVISED 0.E CORDS--MDR [0-62-3: Drainage area.
<br />GAGE.--Muter-stage recorder, Elevation of gage is 5.705 Ft aDOVe National Geodetic Vertical Datum of 1929, from
<br />to ppgraph7c map. Oct, 1, 1964, to Sept. 70, 1966, and Oct. 1. 1970, to July l2, 1974, at several sites Ll mi
<br />upstream at different tlatans.
<br />REMARKS.--Estimated daily discharges: NOV. 7-9, Nov. 27 to Mar. 19, Mar. 3l to Apr. 6, Apr. R-12, May 7-72. May
<br />19-30, and Sept. 12-2fi. Records fair e. ceDt for estimated tla ily discharges, which are poor, 9iversions for
<br />irrigation of about 5,509 acres upstream from station.
<br />AVERAGE OI SCHARGE.--2] years, J8.4 fts/s: 27,820 acre-ft/y r.
<br />EXTREMES FOR PERIOD OF RECORD.--M a. imam discna rge, fi28 it'/s. Sept. 7, 1978, gage height, 7.04 f[, on basis of
<br />slope-area mea5urenent of peak flow; minimum daily, D,6D fGa/s, July 21-22, 1966.
<br />E%TRENES FOR CURRENT YEAR.--Peak tlischa rges greater than Da se discharge of 100 ft'/s, and maximum (•):
<br />Discharge Gage height Oischa rge Gage height
<br />Date line (([a/s) (ft) Date Time (iC°/57 (ft)
<br />Aor. 7 IlaS 163 3.59 Aug. J 2770 •7i8 •7,L5
<br />M In Than daily discharge, 0.75 fta/s, Nay 27.
<br />DISCHARGE, l'.UBIC FEET PER SECOND, HATER YEAH OCi00ER 1990 i0 SE PTEMBEA 1991
<br />DAILY MEAN VALUES
<br />DAY OCi NOV OfC JAN FEB MAR APR MAY JUN JUl 0.UL SEP
<br />1 8.0 Id 17 Id I8 l9 24 Ifi L2 l.0 12 3D
<br />2 8.1 15 12 l4 17 2l 22 I7 1.2 .99 15 ]I
<br />3 I1 IS 12 14 IB 19 22 12 1.3 1.1 19 29
<br />6 9.5 16 17 IS 18 72 20 12 1.9 l.t IB 12
<br />5 9.l II l4 IS IB 25 30 Il 1.8 1.4 9.7 18
<br />6 8.3 I7 l4 16 19 24 40 10 1.5 l.6 9.8 l8
<br />7 9.7 I6 I7 IS 19 2d 55 9.0 2.2 I.5 e.fl 19
<br />R ll 1/ 14 L6 1fl 25 40 8.0 2.d l.d 8.0 l7
<br />9 9.7 15 Id l7 Ifl 27 30 B.0 2.7 l.6 6.7 16
<br />IO 9.0 16 1'i L0 20 26 25 7,5 2.9 2.0 4.B 19
<br />ll 8.5 16 LS l8 12 28 21 6.4 2.R l2 6.0 18
<br />11 8.2 IS IS i] 20 27 18 6.0 2.8 4,7 5,6 IS
<br />17 8.J i6 15 I6 19 27 17 7.8 2.7 2.8 5.7 l3
<br />l4 8.5 I/ lr.~ 16 20 27 19 3,0 7.0 1.2 5.8 ll
<br />IS 0.5 l8 L' 15 19 26 20 3.0 3.0 .95 8.2 ll
<br />16 8.9 IB 1] 14 !8 26 2l 3.6 2.7 l.3 II 9.5
<br />17 9.7 18 ld 14 20 26 12 3.2 2.D LS l2 8.2
<br />ie 9.9 10 1A 14 l9 16 2l 2.3 I.fi 1.5 10 8.5
<br />l9 12 18 13 14 18 2] 19 1.1 l.7 l.9 12 7.6
<br />20 14 18 12 14 I9 28 I9 1.3 l.] 3.d 60 7.0
<br />21 13 l4 12 Id 19 13 19 L1 1.1 2.5 IB 6.7
<br />22 I7 14 l3 l5 I9 24 l8 .93 1.3 2.5 16 6.3
<br />13 it 12 13 I6 IB 13 15 .75 1.1 2.1 I6 6.0
<br />24 13 17 ll l7 l8 22 l3 1.1 l.5 7.7 16 5.5
<br />25 13 l3 td i6 I8 22 17 1.8 1.2 7.] I8 5.7
<br />26 ll 13 Id IS le 24 13 1.6 1.3 6.1 20 5.0
<br />27 l3 12 17 l4 lJ 26 ld Ld l.2 1.7 23 4.6
<br />28 Il 12 I7 l4 l8 25 13 I.l 1.1 8.3 20 d.5
<br />29 l3 1/ l] ]5 --- 24 13 l.2 l.0 8.6 27 6.5
<br />JO 17 l3 77 IS --- 22 IS 1,2 Ll ll 26 a.7
<br />]I I3 --- l4 17 --- 26 --- l.2 --- 12 28 ---
<br />TOTAL 732.9 d57 418 d1d 522 761 657 153.10 54.6 116.34 462.1 780.9
<br />MEAN f0,1 15.2 13.5 15.3 18.6 2d .5 21.7 4.94 1,82 3.75 1d.9 12.1
<br />MAx ld 18 15 18 22 2R 55 16 3.0 12 40 3l
<br />MIN 0.0 l2 l2 l4 17 l9 17 .75 1.0 .95 4,8 4.5
<br />AC-Fi 660 906 829 940 L040 1510 1290 304 700 777 917 756
<br />CAl YR 1990 TOTAL d052 J MEAN 11.1 MAX 47 MIN l.0 AC-Fi 8060
<br />NiR YR 199L IOTAI d783. 02 MEAII 13.1 MAX 55 MIN .75 AC-fi 9490
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