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USGS
Water Resources of Colorado


GREEN RIVER BASIN

09239500 YAMPA RIVER AT STEAMBOAT SPRINGS, CO

LOCATION.--Lat 40°29'01", long 106°49'54", in NW14NE14 sec.17, T.6 N., R.84 W., Routt County, Hydrologic Unit 14050001, on left bank 30 ft upstream from Fifth Street Bridge in Steamboat Springs, and 0.6 mi upstream from Soda Creek.

DRAINAGE AREA.--568 mi2.

WATER-DISCHARGE RECORDS

PERIOD OF RECORD.--May 1904 to October 1906, October 1909 to current year. Monthly discharge only for some periods, published in WSP 1313. For a complete listing of historical data available for this site, see http://waterdata.usgs.gov/co/nwis/inventory/?site_no=09239500

REVISED RECORDS.--WDR C0-00-2: Drainage area.

GAGE.--Water-stage recorder with satellite telemetry. Datum of gage is 6,695.47 ft above NGVD of 1929. Prior to May 8, 1905, nonrecording gage at bridge 0.2 mi upstream at datum 4.16 ft higher. May 8, 1905 to Oct. 31, 1906, nonrecording gage on bridge 30 ft upstream at datum 0.44 ft higher. Mar. 8, 1910 to Sept. 11, 1934, water-stage recorder on right bank, 60 ft downstream, at datum 0.44 ft higher. Sept. 11, 1934 to Aug. 17, 1988, water-stage recorder on right bank, 60 ft downstream, at present datum.

REMARKS.--Records good except for estimated daily discharges, which are poor. Natural flow of stream affected by two diversions for irrigation to Egeria Creek in Colorado River basin, one diversion for irrigation from Trout Creek drainage to Oak Creek drainage, irrigation of about 19,700 acres upstream from station, and by storage in Stillwater, Yampa, YamColo, Stagecoach, and Catamount Reservoirs, (total capacity 56,895 acre-ft) and pumping of water to ski area for snow making during winter.

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

54

e55

106

59

85

78

185

781

4,590

454

101

99

2

53

e56

106

56

85

78

258

723

4,370

420

110

93

3

93

e60

105

58

83

78

295

680

3,650

392

99

92

4

73

e56

104

57

82

81

217

709

3,190

353

98

89

5

69

e54

105

58

82

80

191

765

2,670

314

100

88

6

66

e60

104

56

79

80

193

683

2,280

286

100

84

7

65

e61

97

54

75

79

173

612

2,050

266

89

99

8

70

e60

97

53

89

80

165

604

1,820

237

90

110

9

72

e62

95

52

86

84

189

641

1,830

207

94

103

10

72

e68

94

55

83

88

297

638

1,960

179

89

122

11

72

e68

86

62

83

95

415

571

2,030

162

85

143

12

69

e66

80

60

82

105

474

534

1,770

147

81

149

13

64

e64

81

59

85

115

585

604

1,610

137

81

143

14

65

e68

78

61

89

121

710

767

1,610

126

82

122

15

64

e72

84

62

86

133

722

1,030

1,520

109

77

103

16

61

e70

78

59

81

142

702

1,320

1,430

105

78

93

17

59

e68

79

61

82

142

555

1,590

1,310

109

84

89

18

58

e74

73

58

81

133

525

1,750

1,250

113

101

83

19

58

e74

62

58

80

125

493

1,720

1,150

116

107

75

20

59

e80

58

59

81

126

424

1,730

1,120

137

103

77

21

59

e85

60

65

83

130

411

1,850

1,010

134

95

76

22

58

e83

57

65

81

128

462

2,030

919

117

87

78

23

66

e85

53

67

81

143

607

2,400

862

103

83

93

24

66

e90

57

68

82

186

629

2,820

767

105

86

88

25

66

e92

55

73

84

158

732

3,140

744

106

85

77

26

62

93

55

73

82

153

1,010

3,070

654

100

85

72

27

e56

102

53

74

80

156

1,020

3,340

599

95

85

81

28

e57

107

51

76

79

140

906

3,800

550

92

84

96

29

e56

105

53

79

---

127

892

4,240

502

106

90

102

30

e56

107

57

78

---

122

874

4,370

480

120

89

99

31

e57

---

52

83

---

132

---

4,110

---

110

96

---

TOTAL

1,975

2,245

2,375

1,958

2,311

3,618

15,311

53,622

50,297

5,557

2,814

2,918

MEAN

63.7

74.8

76.6

63.2

82.5

117

510

1,730

1,677

179

90.8

97.3

MAX

93

107

106

83

89

186

1,020

4,370

4,590

454

110

149

MIN

53

54

51

52

75

78

165

534

480

92

77

72

AC-FT

3,920

4,450

4,710

3,880

4,580

7,180

30,370

106,400

99,760

11,020

5,580

5,790

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1910 - 2003, BY WATER YEAR (WY)
MEAN

134

126

104

100

103

167

651

1,723

1,789

360

151

110

MAX

378

274

205

190

176

433

1,675

3,350

3,771

1,684

387

432

(WY)

(1998)

(1998)

(1998)

(1998)

(1998)

(1910)

(1962)

(1984)

(1917)

(1957)

(1984)

(1997)

MIN

49.6

69.3

56.6

45.0

50.0

73.5

236

702

141

16.2

40.5

19.5

(WY)

(1935)

(1978)

(1916)

(1916)

(1916)

(1964)

(1995)

(1977)

(1934)

(1934)

(1931)

(1944)

SUMMARY STATISTICS
FOR 2002 CALENDAR YEAR
FOR 2003 WATER YEAR
WATER YEARS 1910 - 2003
ANNUAL TOTAL
62,870
145,001
ANNUAL MEAN
172
397
461
HIGHEST ANNUAL MEAN
821 1984
LOWEST ANNUAL MEAN
169 1977
HIGHEST DAILY MEAN
1,090 May 21
4,590 Jun 1
5,870 Jun 14, 1921
LOWEST DAILY MEAN
17 Jul 16
51 Dec 28
a4.0 Sep 8, 1934
ANNUAL SEVEN-DAY MINIMUM
22 Jul 13
54 Dec 25
4.9 Sep 9, 1944
MAXIMUM PEAK FLOW
5,190 Jun 1
b6,820 Jun 14, 1921
MAXIMUM PEAK STAGE
7.44 Jun 1
c7.08 Jun 14, 1921
ANNUAL RUNOFF (AC-FT)
124,700
287,600
333,900
10 PERCENT EXCEEDS
555
1,070
1,500
50 PERCENT EXCEEDS
85
93
136
90 PERCENT EXCEEDS
47
59
75

e Estimated.
a Also occurred Sep 10-13, 1944.
b Present datum, from rating curve extended above 4,800 ft3/s.
c Maximum gage height, 7.65 ft, Jun 3, 1997.


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Water Resources of Colorado
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Last Modified: April 29, 2004