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CANNONBALL RIVER BASIN
06352000 CEDAR CREEK NEAR HAYNES, ND
LOCATION.--Lat 46×09'15", long 102×28'25", in W12 sec.20, T.131 N., R.94 W., Adams County, Hydrologic Unit 10130205, on left bank 30 ft downstream from bridge on State Highway 8 and 12.5 mi north of Haynes.
DRAINAGE AREA.--553 mi2.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--October 1950 to current year.
GAGE.--Water-stage recorder. Datum of gage is 2,472.90 ft above National Geodetic Vertical Datum of 1929 (North Dakota Highway Department benchmark). Prior to May 20, 1951, nonrecording gage on former bridge 400 ft upstream at same datum.
REMARKS.--Records good except for estimated daily discharges, which are fair.
EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of Apr. 17, 1950, reached a stage of about 23 ft; discharge, 26,900 ft3/s, by slope-area measurement at site 9 mi upstream.
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
0.60
e1.1
e2.1
e1.1
e0.69
e131
42
5.4
5.2
1.3
0.70
0.90
2
0.71
e1.1
e2.1
e1.0
e0.70
e110
35
5.3
4.5
1.7
0.57
0.73
3
0.99
e1.1
e2.2
e0.93
e0.72
e95
30
5.0
4.1
1.5
0.77
0.81
4
0.50
e1.1
e2.1
e0.86
e0.73
e101
26
4.7
3.9
1.6
1.0
0.77
5
1.4
e1.1
e2.1
e0.81
e0.75
e75
23
4.1
3.7
2.1
1.6
0.66
6
0.40
e1.2
e2.1
e0.78
e0.76
e60
21
4.1
3.3
2.4
1.9
0.79
7
0.76
e1.5
e2.0
e0.76
e0.78
e58
19
4.3
2.8
3.0
1.3
0.86
8
0.71
e1.8
e2.0
e0.76
e0.80
e73
17
4.2
2.8
2.7
1.2
0.95
9
1.0
e2.0
e1.9
e0.86
e0.82
e500
16
4.3
2.6
2.2
0.86
1.0
10
0.91
e2.2
e1.9
e0.94
e0.85
e1,400
15
4.2
2.4
2.0
0.95
1.0
11
2.1
e2.4
e1.9
e1.1
e0.88
1,760
14
3.9
2.3
1.8
0.86
0.88
12
1.4
e2.6
e1.9
e1.1
e0.91
2,110
13
3.8
2.2
1.7
0.86
0.84
13
0.79
e2.6
e1.9
e1.1
e0.97
1,400
12
4.0
2.1
1.6
0.87
0.98
14
1.5
e2.6
e2.0
e1.0
e1.0
810
11
3.9
1.9
1.4
0.80
1.3
15
1.1
e2.6
e2.0
e1.0
e1.1
545
9.9
3.7
1.6
1.1
0.58
1.7
16
1.4
e2.5
e2.0
e1.0
e1.3
400
9.2
4.0
1.5
0.98
0.67
1.8
17
0.94
e2.5
e2.1
e0.99
e1.4
300
9.5
4.1
1.6
0.93
0.56
1.4
18
0.83
e2.5
e2.1
e0.98
e1.8
245
9.9
4.0
1.3
0.82
0.44
1.3
19
0.93
2.5
e2.1
e0.97
e2.8
190
10
4.0
1.2
0.69
0.64
1.1
20
1.1
e2.5
e2.1
e0.97
e5.0
155
9.5
3.7
1.4
0.55
0.51
1.2
21
1.1
e2.4
e2.1
e0.95
e10
130
8.9
3.6
1.3
0.70
0.51
1.2
22
1.0
e2.3
e2.1
e0.94
e20
110
9.3
4.4
1.2
0.74
0.46
1.2
23
2.2
e2.2
e2.0
e0.90
e4.8
98
9.4
7.0
1.3
0.79
0.51
1.3
24
1.3
e2.2
e2.0
e0.85
e3.6
83
9.0
6.0
1.4
0.89
0.59
1.5
25
1.3
e2.1
e2.0
e0.79
e9.0
68
8.6
4.6
1.3
0.84
0.69
1.5
26
1.6
e2.1
e1.9
e0.75
e29
56
8.3
4.4
1.2
0.72
0.74
1.2
27
1.6
e2.1
e1.9
e0.73
e84
54
7.3
5.4
1.1
0.58
0.86
1.1
28
1.1
e2.1
e1.8
e0.72
e135
47
6.5
8.7
1.1
0.70
1.0
1.2
29
e1.1
e2.1
e1.7
e0.71
e146
64
5.8
8.3
0.98
0.64
1.2
1.0
30
e1.1
e2.1
e1.3
e0.70
---
66
5.6
8.7
1.1
0.61
1.1
1.0
31
e1.1
---
e1.2
e0.70
---
50
---
6.8
---
0.56
0.89
---
TOTAL
34.57
61.2
60.6
27.75
466.16
11,344
430.7
152.6
64.38
39.84
26.19
33.17
MEAN
1.12
2.04
1.95
0.90
16.1
366
14.4
4.92
2.15
1.29
0.84
1.11
MAX
2.2
2.6
2.2
1.1
146
2,110
42
8.7
5.2
3.0
1.9
1.8
MIN
0.40
1.1
1.2
0.70
0.69
47
5.6
3.6
0.98
0.55
0.44
0.66
AC-FT
69
121
120
55
925
22,500
854
303
128
79
52
66
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1951 - 2004, BY WATER YEAR (WY)
MEAN
4.57
5.01
3.59
4.22
14.6
125
107
53.1
51.8
17.1
10.3
3.46
MAX
43.2
54.4
20.4
59.4
242
837
1,159
522
339
177
94.1
21.7
(WY)
(1983)
(1983)
(1983)
(1973)
(1982)
(1978)
(1952)
(1975)
(1964)
(1969)
(1981)
(1995)
MIN
0.25
0.60
0.22
0.00
0.00
1.05
1.58
1.66
0.77
0.00
0.00
0.00
(WY)
(1961)
(1962)
(1962)
(1962)
(1962)
(1964)
(1961)
(1961)
(1956)
(1961)
(1959)
(1960)
 












 













SUMMARY STATISTICS
FOR 2003 CALENDAR YEAR
FOR 2004 WATER YEAR
WATER YEARS 1951 - 2004
ANNUAL TOTAL
2,353.01
12,741.16

ANNUAL MEAN
6.45
34.8
33.4
HIGHEST ANNUAL MEAN


122 1972
LOWEST ANNUAL MEAN


1.04 1961
HIGHEST DAILY MEAN
243 Mar 22
2,110 Mar 12
7,060 Apr  8, 1952
LOWEST DAILY MEAN
0.02 Aug 27
0.40 Oct  6
0.00 Jan 29, 1957
ANNUAL SEVEN-DAY MINIMUM
0.03 Aug 23
0.52 Aug 17
0.00 Jul 26, 1959
MAXIMUM PEAK FLOW

2,300 Mar 12
a7,870 Apr  7, 1952
MAXIMUM PEAK STAGE

16.53 Mar 12
b22.05 Mar 28, 1978
ANNUAL RUNOFF (AC-FT)
4,670
25,270
24,200
10 PERCENT EXCEEDS
9.5
32
40
50 PERCENT EXCEEDS
2.0
1.7
3.5
90 PERCENT EXCEEDS
0.50
0.73
0.69

a Gage height, 21.25 ft
b Backwater from ice
e Estimated

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