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Water-Data Report ND-04-1 Homepage
APPLE CREEK BASIN
06349580 HAY CREEK AT 43RD AVENUE NEAR BISMARCK, ND
LOCATION.--Lat 46×51'10", long 100×45'30", in NW14NW14NE14 sec.22, T.139 N., R.80 W., Burleigh County, Hydrologic Unit 10130103, on left bank on downstream side of bridge on 43rd Avenue north of Bismarck and approximately 0.5 mi east of Highway 83.
DRAINAGE AREA.--20.74 mi2 (approximately).
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--June 2002 to current year.
GAGE.--Water-stage recorder. Datum of gage is 1,730 ft from topographic map.
REMARKS.--Records fair except for estimated daily discharges, which are poor.
EXTREMES FOR CURRENT YEAR.--Maximum discharge, 110 ft3/s, Aug. 23, gage height, 7.51 ft; 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
0.07
e0.00
0.24
e0.00
e0.00
0.00
2
---
---
---
---
---
e0.00
0.06
e0.00
0.16
e0.61
e0.00
0.00
3
---
---
---
---
---
e0.00
0.06
e0.00
0.07
e0.00
e0.00
0.00
4
---
---
---
---
---
e0.00
0.06
e0.00
e6.2
e0.00
0.00
0.58
5
---
---
---
---
---
e0.00
0.06
e0.18
e8.7
e0.04
0.00
0.00
6
---
---
---
---
---
e0.00
0.05
e0.01
0.10
e0.00
0.07
0.00
7
---
---
---
---
---
e0.10
0.05
e0.00
0.05
e0.00
1.2
0.00
8
---
---
---
---
---
e1.0
0.05
e0.05
0.03
e0.35
0.11
0.00
9
---
---
---
---
---
e14
0.04
0.47
0.29
e0.00
0.00
0.00
10
---
---
---
---
---
e6.0
0.04
e0.01
e12
e0.00
0.01
0.00
11
---
---
---
---
---
e2.5
0.04
e0.00
e24
e0.00
0.01
0.00
12
---
---
---
---
---
e1.0
0.04
e0.06
3.1
e19
0.00
0.00
13
---
---
---
---
---
e1.5
0.04
e0.02
0.47
2.4
0.00
0.00
14
---
---
---
---
---
e0.80
0.04
e0.00
0.10
0.34
0.00
0.00
15
---
---
---
---
---
e0.60
0.05
e0.00
0.04
0.12
0.00
0.07
16
---
---
---
---
---
e1.5
e0.04
e0.00
0.02
0.02
0.00
0.00
17
---
---
---
---
---
e4.0
e0.05
e0.00
0.00
e0.00
0.00
0.00
18
---
---
---
---
---
5.1
e0.10
e0.00
e0.00
e0.00
0.00
0.00
19
---
---
---
---
---
3.8
e0.09
e0.10
e0.00
e0.00
0.00
0.00
20
---
---
---
---
---
1.6
e0.20
e0.01
e0.00
e0.00
0.00
0.00
21
---
---
---
---
---
0.77
e0.12
e0.00
e0.00
e0.00
0.13
0.00
22
---
---
---
---
---
0.40
e0.07
0.82
e0.00
e0.00
0.00
0.00
23
---
---
---
---
---
0.26
e0.05
0.06
e0.00
e0.00
14
0.67
24
---
---
---
---
---
0.23
0.04
0.50
e0.00
e0.00
27
0.01
25
---
---
---
---
---
0.17
0.04
0.14
e0.00
e0.00
1.0
0.00
26
---
---
---
---
---
0.15
e0.03
0.08
e0.00
e0.00
0.25
0.00
27
---
---
---
---
---
3.2
e0.02
0.05
e1.0
e0.60
1.8
0.00
28
---
---
---
---
---
0.31
e0.02
0.04
e0.10
e0.01
0.08
0.00
29
---
---
---
---
---
0.12
e0.01
0.08
e0.00
e0.00
0.02
0.00
30
---
---
---
---
---
0.08
e0.00
0.06
e0.00
e0.00
0.00
0.00
31
---
---
---
---
---
0.07
---
0.06
---
e0.00
0.00
---
TOTAL
---
---
---
---
---
49.26
1.63
2.80
56.67
23.49
45.68
1.33
MEAN
---
---
---
---
---
1.59
0.05
0.09
1.89
0.76
1.47
0.04
MAX
---
---
---
---
---
14
0.20
0.82
24
19
27
0.67
MIN
---
---
---
---
---
0.00
0.00
0.00
0.00
0.00
0.00
0.00
AC-FT
---
---
---
---
---
98
3.2
5.6
112
47
91
2.6
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 2002 - 2004, BY WATER YEAR (WY)
MEAN
---
---
---
---
---
1.31
0.07
0.63
0.67
0.26
0.49
0.01
MAX
---
---
---
---
---
1.59
0.09
1.18
1.89
0.76
1.47
0.04
(WY)
---
---
---
---
---
(2004)
(2003)
(2003)
(2004)
(2004)
(2004)
(2004)
MIN
---
---
---
---
---
1.03
0.05
0.09
0.00
0.00
0.00
0.00
(WY)
---
---
---
---
---
(2003)
(2004)
(2004)
(2002)
(2003)
(2003)
(2002)

SUMMARY STATISTICS
WATER YEARS 2002 - 2004
 
 
HIGHEST DAILY MEAN
27 Aug 24, 2004


LOWEST DAILY MEAN
0.00 Jun 1, 2002


ANNUAL SEVEN-DAY MINIMUM
0.00 Jun 1, 2002


MAXIMUM PEAK FLOW
110 Aug 23, 2004


MAXIMUM PEAK STAGE
7.51 Aug 23, 2004



e Estimated



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