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USGS
Water Resources of Colorado


ARKANSAS RIVER BASIN

07133000 ARKANSAS RIVER AT LAMAR, CO

LOCATION.--Lat 38°06'21", long 102°37'05", in NE14SE14 sec.30, T.22 S., R.46 W., Prowers County, Hydrologic Unit 11020009, on left bank at left downstream end of downstream bridge on U.S. Highways 50 and 287, and 1.3 mi north of courthouse in Lamar.

DRAINAGE AREA.--19,780 mi2, of which 950 mi2 is probably noncontributing.

PERIOD OF RECORD.--May 1913 to September 1955, April 1959 to current year. Monthly discharge only for some periods, published in WSP 1311. Statistical summary computed for 1949 to current year, subsequent to completion of John Martin Reservoir. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=07133000

REVISED RECORDS.--WSP 1341: 1921(M), 1945-46(M), drainage area; WDR CO-86-1: 1985.

GAGE.--Water-stage recorder with satellite telemetry and crest stage gage. Datum of gage is 3,597.39 ft above NGVD of 1929. See WSP 1731 for history of changes prior to Apr. 4, 1959. Apr. 4, 1959 to Mar. 26, 1968, at site 525 ft upstream at datum 2.42 ft higher. Mar. 27, 1968 to Nov. 17, 1982, at site 375 ft downstream at datum 4.00 ft lower. March 18, 1987 to March 6, 2002, at site 75 ft upstream at same datum.

REMARKS.--Records fair 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 regulated by John Martin Reservoir (station 07130000) 21 mi upstream since Oct. 1948. Several measurements of specific conductance and water temperature were obtained and are published in the "Supplemental Water-Quality Data For Gaging Stations" section of this report.

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

4.2

5.6

3.6

3.7

3.8

5.5

4.0

79

21

33

28

17

2

3.9

6.0

3.4

3.6

3.9

5.3

4.2

83

19

61

29

14

3

3.6

6.5

3.2

3.6

4.3

5.3

4.1

54

28

18

34

12

4

3.4

7.1

3.2

3.5

3.9

5.4

4.0

43

77

30

33

12

5

3.3

6.9

3.7

3.5

4.0

5.5

3.9

41

49

14

33

11

6

3.3

5.5

3.7

3.4

3.9

5.2

4.0

14

32

14

32

10

7

3.5

5.3

3.7

3.4

e3.9

8.6

4.0

9.6

82

12

40

13

8

4.4

5.0

3.6

3.5

e3.8

11

3.9

8.0

44

13

46

14

9

4.1

4.9

3.3

3.5

4.1

8.6

3.9

6.3

25

25

35

14

10

3.8

4.7

3.0

3.5

4.1

6.2

4.0

6.0

19

37

23

17

11

3.8

4.7

3.4

3.4

3.8

4.2

4.0

5.5

10

39

19

21

12

3.8

4.6

3.1

3.4

4.1

3.8

4.1

5.2

9.6

51

20

38

13

3.6

4.6

3.2

3.4

4.2

3.8

4.3

4.9

9.1

38

49

32

14

4.0

4.5

3.5

3.4

4.2

4.1

13

4.9

9.1

32

66

22

15

4.3

4.4

3.1

3.5

4.7

4.3

33

6.6

7.4

33

47

18

16

4.3

4.2

3.3

3.5

4.9

4.4

64

12

9.0

31

28

15

17

4.5

4.2

3.4

3.5

4.8

4.4

82

18

93

26

17

10

18

4.5

4.2

3.1

3.6

5.0

4.5

54

52

149

26

13

10

19

4.6

4.1

3.1

3.6

4.9

5.0

94

39

171

23

15

10

20

4.6

4.0

3.1

3.7

5.0

4.4

102

31

120

19

13

14

21

4.6

3.7

3.2

3.9

5.1

4.3

99

33

40

22

11

11

22

4.8

3.3

3.1

3.7

4.7

4.2

86

34

89

29

11

8.6

23

4.8

3.3

2.9

3.5

5.0

4.2

90

33

21

31

9.6

16

24

4.5

3.3

3.5

3.9

e4.8

4.3

89

18

16

29

7.8

38

25

4.6

3.3

e3.4

3.9

e5.0

4.2

93

6.1

16

27

9.2

45

26

5.0

3.3

e3.5

3.8

5.9

4.2

92

5.4

49

26

7.9

47

27

6.3

3.2

e3.4

3.8

5.9

4.4

93

5.0

21

27

7.1

52

28

5.2

3.1

3.9

4.3

5.4

4.1

87

5.2

12

30

6.5

55

29

5.8

3.1

3.7

3.9

---

4.0

79

8.8

19

28

8.9

57

30

5.6

3.4

3.7

3.9

---

4.0

77

6.7

11

30

33

55

31

5.5

---

3.7

3.8

---

4.0

---

6.0

---

28

28

---

TOTAL

136.2

134.0

104.7

112.6

127.1

155.4

1,379.4

684.2

1,277.2

882

760.0

708.6

MEAN

4.39

4.47

3.38

3.63

4.54

5.01

46.0

22.1

42.6

28.5

24.5

23.6

MAX

6.3

7.1

3.9

4.3

5.9

11

102

83

171

61

66

57

MIN

3.3

3.1

2.9

3.4

3.8

3.8

3.9

4.9

7.4

12

6.5

8.6

AC-FT

270

266

208

223

252

308

2,740

1,360

2,530

1,750

1,510

1,410

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1949 - 2003, BY WATER YEAR (WY)
MEAN

37.8

21.3

29.5

39.7

40.8

41.1

161

198

280

309

217

89.3

MAX

233

117

350

796

507

516

1,089

2,143

2,087

2,457

1,547

689

(WY)

(1949)

(1998)

(1998)

(1998)

(1966)

(1998)

(1987)

(1987)

(1987)

(1995)

(1965)

(1965)

MIN

0.84

1.81

0.56

0.47

0.72

1.11

5.90

6.41

3.80

10.2

10.9

1.37

(WY)

(1978)

(1978)

(1978)

(1978)

(1965)

(1965)

(1995)

(1963)

(1954)

(1964)

(1974)

(1974)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1949 - 2003
ANNUAL TOTAL
15,406.7
6,461.4
ANNUAL MEAN
42.2
17.7
a122
HIGHEST ANNUAL MEAN
537 1987
LOWEST ANNUAL MEAN
17.7 2003
HIGHEST DAILY MEAN
599 Aug 29
171 Jun 19
b25,000 Jun 18, 1965
LOWEST DAILY MEAN
2.9 Dec 23
2.9 Dec 23
c0.00 Dec 5, 1953
ANNUAL SEVEN-DAY MINIMUM
3.1 Dec 17
3.1 Dec 17
0.21 Jan 10, 1965
MAXIMUM PEAK FLOW
215 Jun 19
d73,800 Jun 18, 1965
MAXIMUM PEAK STAGE
5.80 Jun 19
f16.48 Jun 18, 1965
ANNUAL RUNOFF (AC-FT)
30,560
12,820
88,310
10 PERCENT EXCEEDS
76
48
410
50 PERCENT EXCEEDS
7.9
5.4
23
90 PERCENT EXCEEDS
3.6
3.4
4.2

e Estimated.
a Average discharge for 30 years (water years 1914-43), 298 ft3/s, 215,900 acre-ft/yr, prior to and during construction of John Martin Dam.
b Maximum daily discharge for period of record, 87,300 ft3/s, Jun 5, 1921.
c Also minimum daily discharge for period of record; also occurred at times in 1913-15.
d From current-meter and timed-drift measurement of peak flow, maximum discharge and gage height for period of record, 130,000 ft3/s, (determined by Colorado State Engineer) Jun 5, 1921, from rating curve extended above 10,000 ft3/s, gage height, 14.55 ft, site and datum then in use.
f From floodmarks, site and datum then in use.


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Water Resources of Colorado
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