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Water-Data Report ND-04-1 Homepage
RED RIVER OF THE NORTH BASIN
05059600 MAPLE RIVER NEAR HOPE, ND
LOCATION.--Lat 47×19'30", long 97×47'25", in NW14NW14 sec.4, T.144 N., R.56 W., Steele County, Hydrologic Unit 09020205, 100 ft downstream from box culvert on State Highway 38, 500 ft east of the intersection of State Highways 32 and 38, and 3 mi west of Hope.
DRAINAGE AREA.--20.2 mi2, of which about 2.8 mi2 is probably noncontributing.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--October 1964 to current year (seasonal records only since 1983).
GAGE.--Water-stage recorder. Datum of gage is 1,296.62 ft above National Geodetic Vertical Datum of 1929.
REMARKS.--Records fair except for estimated daily discharges, which are poor.
EXTREMES FOR CURRENT YEAR.--Maximum discharge, 1,000 ft3/s, Mar. 28, gage height, 6.98 ft; maximum gage height, 7.24 ft, Mar. 28 (from floodmark), backwater from ice; no flow for many days.
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
---
---
---
---
---
e0.00
e45
0.55
176
0.01
0.00
1.9
2
---
---
---
---
---
e0.00
e27
0.45
119
0.00
0.00
0.65
3
---
---
---
---
---
e0.00
e18
0.38
85
0.00
0.00
0.36
4
---
---
---
---
---
e0.00
e13
0.38
64
0.00
0.00
0.23
5
---
---
---
---
---
e0.00
e9.0
0.30
47
0.00
0.00
0.47
6
---
---
---
---
---
e0.00
e8.0
0.25
32
0.09
0.00
16
7
---
---
---
---
---
e0.00
6.0
0.16
20
0.13
0.11
6.7
8
---
---
---
---
---
e0.00
4.0
0.12
11
0.10
0.05
4.8
9
---
---
---
---
---
e0.00
3.0
0.18
7.8
0.10
0.00
28
10
---
---
---
---
---
e0.00
2.2
0.18
5.0
0.06
0.00
14
11
---
---
---
---
---
e0.00
1.7
0.35
34
0.13
0.00
6.9
12
---
---
---
---
---
e0.00
1.4
1.4
115
1.4
0.00
3.8
13
---
---
---
---
---
e0.00
1.1
1.5
63
0.75
0.00
2.0
14
---
---
---
---
---
e0.00
0.84
1.4
50
0.22
0.00
2.0
15
---
---
---
---
---
e0.01
0.74
2.4
36
0.12
0.00
1.9
16
---
---
---
---
---
e0.03
0.61
4.8
27
0.03
0.00
1.5
17
---
---
---
---
---
e0.12
0.42
4.0
18
0.00
0.00
1.1
18
---
---
---
---
---
e1.1
0.37
2.9
10
0.00
0.00
0.59
19
---
---
---
---
---
e2.7
0.49
2.0
6.5
0.00
0.00
4.4
20
---
---
---
---
---
e6.0
0.44
2.1
5.2
0.00
0.00
1.6
21
---
---
---
---
---
e9.5
0.57
1.9
3.5
0.00
0.00
4.0
22
---
---
---
---
---
e15
1.5
2.2
2.6
0.00
0.00
2.5
23
---
---
---
---
---
e25
1.3
2.3
2.2
0.00
0.00
9.6
24
---
---
---
---
---
e46
0.96
1.9
1.6
0.00
0.00
52
25
---
---
---
---
---
95
1.1
3.2
1.1
0.00
0.00
25
26
---
---
---
---
---
170
1.2
2.4
0.70
0.00
0.00
47
27
---
---
---
---
---
e339
0.91
1.8
0.56
0.00
8.3
40
28
---
---
---
---
---
e640
1.1
1.4
0.39
0.00
12
16
29
---
---
---
---
---
e222
0.87
1.3
0.24
0.00
7.3
10
30
---
---
---
---
---
e104
0.47
47
0.10
0.00
14
9.7
31
---
---
---
---
---
e70
---
125
---
0.00
4.2
---
TOTAL
---
---
---
---
---
1,745.46
153.29
216.20
944.49
3.14
45.96
314.70
MEAN
---
---
---
---
---
56.3
5.11
6.97
31.5
0.10
1.48
10.5
MAX
---
---
---
---
---
640
45
125
176
1.4
14
52
MIN
---
---
---
---
---
0.00
0.37
0.12
0.10
0.00
0.00
0.23
AC-FT
---
---
---
---
---
3,460
304
429
1,870
6.2
91
624
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1965 - 2004, BY WATER YEAR (WY)
MEAN
0.06
0.00
0.00
0.00
0.00
11.8
14.9
3.60
3.58
4.49
0.85
0.71
MAX
1.07
0.05
0.00
0.00
0.01
56.3
63.8
44.0
34.5
65.3
13.7
15.3
(WY)
(1966)
(1966)
(1965)
(1965)
(1981)
(2004)
(1997)
(1999)
(1968)
(1993)
(2001)
(1994)
MIN
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.00
0.00
0.00
0.00
0.00
(WY)
(1965)
(1965)
(1965)
(1965)
(1965)
(1969)
(1991)
(1980)
(1973)
(1973)
(1967)
(1967)
 












 












 












 













SUMMARY STATISTICS
WATER YEARS 1965 - 2004
 
 
ANNUAL MEAN
a2.82


HIGHEST ANNUAL MEAN
a5.55 1969


LOWEST ANNUAL MEAN
a0.002 1981


HIGHEST DAILY MEAN
640 Mar 28, 2004


LOWEST DAILY MEAN
0.00 Oct 1, 1964


ANNUAL SEVEN-DAY MINIMUM
0.00 Oct 1, 1964


MAXIMUM PEAK FLOW
b1,000 Mar 28, 2004


MAXIMUM PEAK STAGE
c8.83 Mar 31,1997


ANNUAL RUNOFF (AC-FT)
a2,040


10 PERCENT EXCEEDS
2.5


50 PERCENT EXCEEDS
0.00


90 PERCENT EXCEEDS
0.00



a Based on complete water years only (1965-82)
b Gage height, 6.98 ft
c Backwater from ice
e Estimated


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