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Water-Data Report ND-04-1 Homepage
RED RIVER OF THE NORTH BASIN
05113600 LONG CREEK NEAR NOONAN, ND
(International gaging station)
LOCATION.--Lat 48×58'52", long 103×04'34", near north line of NE14 sec.1, T.163 N., R.96 W., Divide County, Hydrologic Unit 09010001, on right bank 150 ft upstream from county highway bridge, 1.5 mi upstream from international boundary, and 7 mi northwest of Noonan.
DRAINAGE AREA.--1,790 mi2, approximately, of which about 1,160 mi2 is probably noncontributing.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--October 1959 to current year.
REVISED RECORDS.--WSP 2113: Drainage area.
GAGE.--Water-stage recorder. Elevation of gage is 1,840 ft above National Geodetic Vertical Datum of 1929, from topographic map. Prior to Aug. 18, 1960, nonrecording gage at same site and datum.
REMARKS.--Records good except for estimated daily discharges, which are fair.
COOPERATION.--This station is one of the international gaging stations maintained by the United States under agreement with Canada.
Discharge, cubic feet per second 
WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004
DAILY MEAN VALUES
DAY
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
1
0.00
e0.00
e0.30
e0.14
e0.05
e0.00
e40
5.6
108
48
8.5
0.79
2
0.00
0.00
e0.30
e0.14
e0.05
e0.00
e50
4.5
246
50
8.5
0.96
3
0.00
e0.00
e0.25
e0.13
e0.04
e0.00
40
4.1
263
50
8.0
1.1
4
0.00
0.00
e0.23
e0.13
e0.04
e0.00
44
3.5
264
45
6.7
1.1
5
0.00
e0.00
e0.20
e0.12
e0.03
e0.00
45
3.4
283
42
6.1
0.59
6
0.00
e0.00
e0.20
e0.11
e0.02
e0.02
60
3.1
259
41
5.2
0.38
7
0.00
e0.00
e0.22
e0.11
e0.01
e0.03
119
2.0
217
39
e5.0
0.35
8
0.00
e0.00
e0.23
e0.10
e0.00
e0.05
166
1.6
180
40
e4.8
0.51
9
0.00
e0.00
e0.22
e0.09
e0.00
e0.07
121
1.5
157
39
e4.6
0.34
10
0.00
e0.00
e0.20
e0.10
e0.00
e0.09
72
1.0
123
35
e4.4
0.22
11
0.00
0.00
e0.18
e0.11
e0.00
e0.10
57
2.0
136
35
e4.2
0.15
12
0.00
e0.00
e0.16
e0.12
e0.00
e0.12
49
3.5
175
40
e4.0
0.20
13
0.00
e0.00
0.31
e0.11
e0.00
e0.13
40
3.8
185
44
e3.7
0.41
14
0.00
e0.09
0.33
e0.10
e0.00
e0.15
36
3.8
177
34
e3.2
0.57
15
0.00
e0.09
0.40
e0.10
e0.00
0.17
33
4.1
162
49
e2.8
1.2
16
0.00
e0.06
0.41
e0.09
e0.00
0.18
29
3.8
146
64
e2.4
1.7
17
0.00
0.06
0.39
e0.10
e0.00
0.22
25
4.1
125
42
e2.0
1.6
18
0.00
0.04
0.42
e0.09
e0.00
0.24
24
5.0
102
30
1.8
1.3
19
0.00
0.05
0.43
e0.09
e0.00
0.58
24
10
85
25
1.4
1.3
20
0.00
0.10
0.43
e0.10
e0.00
0.71
21
17
76
23
1.1
1.3
21
0.00
e0.08
0.42
e0.11
e0.00
0.50
19
31
72
19
1.1
1.3
22
0.00
e0.05
0.44
e0.12
e0.00
0.53
17
33
73
22
0.90
1.1
23
0.00
e0.12
0.44
e0.11
e0.00
0.65
16
30
74
22
0.84
1.1
24
0.00
e0.20
0.40
e0.11
e0.00
1.0
14
32
70
19
1.0
0.86
25
0.00
e0.25
0.41
e0.10
e0.00
2.1
12
45
65
16
0.85
0.78
26
0.00
e0.30
0.42
e0.10
e0.00
1.6
12
60
61
13
1.1
0.75
27
0.00
e0.30
e0.20
e0.09
e0.00
1.7
11
79
57
12
1.2
0.51
28
0.00
e0.40
e0.18
e0.09
e0.00
2.3
7.5
79
55
12
1.5
0.45
29
0.00
e0.35
e0.17
e0.08
e0.00
2.7
6.7
85
52
11
1.3
0.33
30
0.00
e0.30
e0.16
e0.07
---
4.7
7.2
89
50
9.3
0.75
0.20
31
0.00
---
e0.15
e0.06
---
e51
---
77
---
8.3
0.73
---
TOTAL
0.00
2.84
9.20
3.22
0.24
71.64
1,217.4
727.4
4,098
978.6
99.67
23.45
MEAN
0.00
0.09
0.30
0.10
0.01
2.31
40.6
23.5
137
31.6
3.22
0.78
MAX
0.00
0.40
0.44
0.14
0.05
51
166
89
283
64
8.5
1.7
MIN
0.00
0.00
0.15
0.06
0.00
0.00
6.7
1.0
50
8.3
0.73
0.15
AC-FT
0.00
5.6
18
6.4
0.5
142
2,410
1,440
8,130
1,940
198
47
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1960 - 2004, BY WATER YEAR (WY)
MEAN
1.45
0.84
0.64
0.43
2.66
105
244
62.3
34.4
36.7
7.53
3.24
MAX
31.0
7.17
4.35
5.11
71.3
600
1,396
728
376
452
131
77.2
(WY)
(1979)
(1979)
(1976)
(1976)
(1981)
(1994)
(1979)
(1970)
(1976)
(1978)
(1993)
(1978)
MIN
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(WY)
(1960)
(1961)
(1961)
(1961)
(1961)
(1965)
(1990)
(1990)
(1961)
(1961)
(1960)
(1960)

SUMMARY STATISTICS
FOR 2003 CALENDAR YEAR
FOR 2004 WATER YEAR
WATER YEARS 1960 - 2004
ANNUAL TOTAL
8,660.94
7,231.66

ANNUAL MEAN
23.7
19.8
41.5
HIGHEST ANNUAL MEAN


200 1976
LOWEST ANNUAL MEAN


0.02 1988
HIGHEST DAILY MEAN
1,100 Mar 20
283 Jun  5
5,710 Apr  1, 1976
LOWEST DAILY MEAN
0.00 Feb 24
0.00 Oct  1
0.00 Oct  1, 1959
ANNUAL SEVEN-DAY MINIMUM
0.00 Feb 24
0.00 Oct  1
0.00 Oct  1, 1959
MAXIMUM PEAK FLOW

287 Jun  5
6,310 Mar 31, 1976
MAXIMUM PEAK STAGE

6.11 Jun  5
17.61 Mar 31, 1976
ANNUAL RUNOFF (AC-FT)
17,180
14,340
30,090
10 PERCENT EXCEEDS
64
60
47
50 PERCENT EXCEEDS
0.30
0.52
0.40
90 PERCENT EXCEEDS
0.00
0.00
0.00

e Estimated

Gage height, feet 
WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004
DAILY MEAN VALUES
DAY
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
1
2.44
---
2.98
---
---
2.91
3.98
3.28
4.58
3.92
3.34
3.13
2
2.44
---
2.97
---
---
2.91
4.05
3.24
5.81
3.94
3.34
3.15
3
2.44
---
2.96
---
---
2.91
3.83
3.23
5.95
3.94
3.33
3.17
4
2.44
---
---
---
---
2.92
3.87
3.21
5.95
3.89
3.30
3.18
5
2.44
---
---
---
2.92
2.93
3.89
3.21
6.08
3.85
3.29
3.15
6
2.44
---
2.95
---
---
2.95
4.06
3.20
5.92
3.84
3.27
3.13
7
2.44
---
2.95
---
2.92
2.96
4.70
3.15
5.60
3.81
---
3.13
8
2.44
---
---
---
2.92
2.96
5.15
3.13
5.28
3.83
---
3.17
9
2.44
---
---
2.92
2.91
2.98
4.72
3.12
5.06
3.82
---
3.15
10
2.44
---
---
2.93
2.92
3.03
---
3.09
4.74
3.77
---
3.13
11
2.44
2.63
---
2.94
2.92
---
---
3.14
4.86
3.77
---
3.12
12
2.44
---
---
2.94
2.92
2.99
3.93
3.21
5.24
3.83
---
3.15
13
2.46
---
2.92
2.94
2.91
2.98
3.83
3.22
5.32
3.87
---
3.20
14
2.46
---
2.92
---
2.90
2.97
3.78
3.22
5.25
3.75
---
3.24
15
2.46
---
2.94
2.94
2.90
2.97
3.74
3.23
5.12
3.93
---
3.30
16
2.46
---
2.94
2.94
2.90
2.98
3.69
3.22
4.96
4.11
---
3.34
17
2.47
2.86
2.94
2.95
2.90
2.99
3.64
3.23
4.76
3.85
---
3.34
18
2.47
2.86
2.94
---
2.90
2.99
3.62
3.26
4.53
3.70
3.17
3.34
19
2.47
2.86
2.95
2.94
2.91
3.05
3.61
3.38
4.35
3.63
3.15
3.34
20
2.47
---
2.95
2.94
2.91
3.07
3.57
3.50
4.25
3.60
3.13
3.36
21
2.47
---
2.94
2.96
2.91
3.04
3.54
3.71
4.21
3.54
3.14
3.36
22
2.47
---
2.95
2.95
2.91
3.05
3.51
3.74
4.22
3.59
3.12
3.36
23
2.47
---
2.95
2.94
2.91
3.06
3.48
3.70
4.23
3.59
3.12
3.37
24
2.47
---
2.94
2.95
2.91
3.09
3.45
3.73
4.19
3.54
3.13
3.37
25
2.47
---
2.94
---
2.91
3.15
3.42
3.88
4.13
3.48
3.12
3.37
26
2.47
---
2.94
---
2.91
3.13
3.41
4.06
4.07
3.44
3.15
3.37
27
2.50
---
2.95
---
2.91
3.14
3.39
4.29
4.04
3.42
3.16
3.36
28
2.49
---
2.98
---
2.91
3.16
3.32
4.29
4.00
3.41
3.18
3.36
29
2.50
3.05
---
---
2.91
3.18
3.30
4.36
3.97
3.39
3.16
3.35
30
2.55
2.99
---
---
---
3.23
3.31
4.40
3.94
3.36
3.12
3.34
31
---
---
---
2.96
---
4.22
---
4.27
---
3.34
3.13
---
MEAN
---
---
---
---
---
---
---
3.51
4.82
3.70
---
3.26
MAX
---
---
---
---
---
---
---
4.40
6.08
4.11
---
3.37
MIN
---
---
---
---
---
---
---
3.09
3.94
3.34
---
3.12

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