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USGS
Water Resources of Colorado


ARKANSAS RIVER BASIN

07123000 ARKANSAS RIVER AT LA JUNTA, CO

LOCATION.--Lat 37°59'26", long 103°31'55", in SE14NE14 sec.2, T.24 S., R.55 W., Otero County, Hydrologic Unit 11020005, on right bank at upstream side of bridge on State Highway 109 in La Junta, and 450 ft upstream from King Arroyo.

DRAINAGE AREA.--12,210 mi2, of which 115 mi2 is probably noncontributing.

PERIOD OF RECORD.--May to August 1889 and September 1893 to December 1895 (gage heights, discharge measurements, and flood data only), April to October 1903 and June to November 1908 (gage heights and discharge measurements only), April 1912 to current year. Monthly discharge only for some periods, published in WSP 1311. Published as "near La Junta" in 1903. Statistical summary computed for 1975 to current year subsequent to completion of Pueblo Dam. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07123000

REVISED RECORDS.--WSP 1341: Drainage area. WSP 1731: 1922.

GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 4,039.60 ft above NGVD of 1929. See WSP 1711 or 1731 for history of changes prior to June 13, 1940. June 13, 1940 to June 6, 1967, water-stage recorder at site 300 ft upstream at present datum.

REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by storage reservoirs, power developments, transbasin and transmountain diversions, diversions for irrigation and municipal use, ground-water withdrawals, return flows from irrigated areas, and flows from sewage-treatment plants. Flow partly regulated by Pueblo Reservoir (station 07099350) about 82 mi upstream since Jan. 9, 1974.

COOPERATION.--Records collected and computed by Colorado Division of Water Resources and reviewed by Geological Survey.

Discharge, cubic feet per second 
WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003
DAILY MEAN VALUES
DAY
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
1

23

8.3

57

e57

43

42

23

42

937

403

135

69

2

25

8.2

53

e56

42

39

19

41

555

339

101

128

3

34

7.1

52

e55

48

39

18

40

1,160

258

61

92

4

35

8.6

65

50

53

35

19

40

1,500

203

34

86

5

42

14

77

47

52

30

19

42

1,540

221

29

64

6

47

13

76

46

50

59

20

57

970

185

14

53

7

28

13

74

59

e45

59

46

66

782

160

29

52

8

20

11

74

78

e43

62

71

64

206

134

59

48

9

18

13

76

67

e42

56

54

54

397

105

70

38

10

23

14

68

56

e43

54

35

52

674

92

99

16

11

23

18

66

54

e45

55

24

61

687

79

62

20

12

19

20

68

60

45

48

30

41

687

65

46

40

13

17

21

58

76

45

55

21

20

696

52

57

52

14

17

25

53

67

46

40

20

18

696

74

51

70

15

18

12

53

52

43

20

20

18

710

67

50

71

16

17

8.5

54

46

38

16

21

17

661

73

49

47

17

15

37

53

47

43

20

19

15

553

74

48

55

18

15

65

50

42

74

19

19

55

674

59

48

55

19

15

63

49

43

68

46

32

19

324

28

48

75

20

15

54

e48

45

49

31

64

16

437

24

47

61

21

17

47

e55

42

38

47

76

22

581

50

48

59

22

16

46

e55

e45

33

57

51

49

511

92

47

60

23

13

53

e52

e45

30

58

33

61

542

109

46

57

24

13

51

e50

e50

e19

57

22

94

425

74

45

60

25

13

48

e45

e55

e20

56

19

123

400

78

43

59

26

15

44

e47

e60

e30

34

32

146

554

88

47

52

27

17

50

e55

e65

e40

22

37

230

513

84

43

47

28

17

61

e58

73

49

29

26

327

451

80

46

49

29

15

72

e60

64

---

23

19

404

406

73

53

47

30

9.4

69

e62

58

---

31

18

514

821

323

58

49

31

8.3

---

e59

51

---

36

---

721

---

136

60

---

TOTAL

619.7

974.7

1,822

1,711

1,216

1,275

927

3,469

20,050

3,882

1,673

1,731

MEAN

20.0

32.5

58.8

55.2

43.4

41.1

30.9

112

668

125

54.0

57.7

MAX

47

72

77

78

74

62

76

721

1,540

403

135

128

MIN

8.3

7.1

45

42

19

16

18

15

206

24

14

16

AC-FT

1,230

1,930

3,610

3,390

2,410

2,530

1,840

6,880

39,770

7,700

3,320

3,430

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1975 - 2003, BY WATER YEAR (WY)
MEAN

161

123

119

160

150

108

131

556

869

499

314

118

MAX

1,189

545

335

569

620

517

821

3,375

4,307

3,634

1,345

464

(WY)

(1985)

(1987)

(1987)

(1998)

(1985)

(1998)

(1998)

(1999)

(1995)

(1995)

(1984)

(1982)

MIN

8.82

4.21

13.5

9.50

6.37

19.6

6.67

15.1

20.0

21.0

19.1

9.59

(WY)

(1978)

(1979)

(1976)

(1976)

(1976)

(1978)

(1978)

(2002)

(2002)

(2002)

(2002)

(1977)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1975 - 2003
ANNUAL TOTAL
12,632.0
39,350.4
ANNUAL MEAN
34.6
108
a276
HIGHEST ANNUAL MEAN
832 1995
LOWEST ANNUAL MEAN
47.7 2002
HIGHEST DAILY MEAN
135 Jan 4
1,540 Jun 5
e,b19,000 May 2, 1999
LOWEST DAILY MEAN
5.5 May 15
7.1 Nov 3
c2.5 Dec 8, 1978
ANNUAL SEVEN-DAY MINIMUM
6.8 May 10
9.1 Oct 30
3.0 Dec 4, 1978
MAXIMUM PEAK FLOW
1,690 Jun 5
e,d30,000 May 2, 1999
MAXIMUM PEAK STAGE
9.35 Jun 5
f15.55 May 2, 1999
ANNUAL RUNOFF (AC-FT)
25,060
78,050
200,100
10 PERCENT EXCEEDS
69
284
597
50 PERCENT EXCEEDS
22
50
95
90 PERCENT EXCEEDS
9.7
18
21

e Estimated.
a Average discharge for 61 years (water years 1913-73), 244 ft3/s; 176,800 acre-ft/yr, prior to completion of Pueblo Dam.
b Maximum daily discharge for period of record, 61,100 ft3/s, Jun 4, 1921.
c Also occurred Dec 9, 1978; minimum daily discharge for period of record, no flow, Jan 20-23 and Mar 20-23, 1915.
d Peak discharge includes 7,600 ft3/s (estimated) that bypassed the main channel; maximum discharge for period of record, 200,000 ft3/s, Jun 4, 1921, from rating curve extended above 15,000 ft3/s on basis of slope-area measurement of peak flow.
f Gage height reflects the discharge flowing in the main channel; maximum gage height for period of record, 18.4 ft, Jun 4, 1921, site and datum then in use.


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