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RED RIVER OF THE NORTH BASIN
05054500 SHEYENNE RIVER ABOVE HARVEY, ND
LOCATION.--Lat 47°42'10", long 99°56'55", in SW1/4SE1/4 sec.24, T.149 N., R.73 W., Wells County, Hydrologic Unit 09020202, on
right bank just downstream from county road, and 4.5 mi south of Harvey.
DRAINAGE AREA.--424 mi2, of which about 270 mi2 is probably noncontributing.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.- October 1955 to current year.
REVISED RECORDS.--WSP 1728: Drainage area.
GAGE.--Water-stage recorder. Datum of gage is 1,547.30 ft above sea level.
REMARKS.--Records good except for periods of estimated discharge, which are poor.
DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1999 TO SEPTEMBER 2000
DAILY MEAN VALUES
DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP
1 23 15 11 e7.5 e6.2 93 30 e15 27 115 24 19
2 23 13 11 e7.5 e6.3 69 30 e15 26 107 22 23
3 22 13 11 e7.5 e6.3 45 29 e15 26 100 25 23
4 22 14 11 e7.4 e6.4 40 28 e16 27 96 24 29
5 21 15 12 e7.4 e6.4 38 30 e16 25 98 28 30
6 21 14 12 e7.3 e6.5 38 e26 e17 23 92 26 29
7 20 14 11 e7.3 e6.6 37 e25 e18 e21 106 26 27
8 19 14 11 e7.2 e6.7 35 e23 e19 e19 108 27 24
9 19 13 13 e7.2 e6.8 41 e23 e21 e17 120 27 22
10 18 13 12 e7.1 e6.9 35 e24 e23 e16 107 25 18
11 18 13 12 e7.0 e7.0 31 e23 27 e15 94 22 16
12 18 13 11 e7.0 e7.2 32 e22 36 e15 85 20 15
13 17 12 11 e6.9 e7.3 32 e21 42 e17 75 18 13
14 18 12 11 e6.8 e7.5 33 e20 44 e30 70 18 12
15 17 12 e10 e6.7 e7.7 35 e19 43 e45 66 17 11
16 17 12 e9.8 e6.6 e7.8 43 e18 41 e69 61 17 11
17 16 11 e9.6 e6.6 e8.0 45 e18 36 146 56 18 11
18 16 12 e9.4 e6.5 e8.1 42 e17 33 149 53 18 11
19 16 12 e9.2 e6.5 e8.3 36 e17 31 131 51 20 11
20 16 12 e9.0 e6.4 e8.5 37 e17 29 129 48 24 11
21 16 12 e8.8 e6.4 e8.7 38 e17 28 128 45 27 11
22 15 12 e8.6 e6.3 e9.0 37 e16 28 129 43 30 13
23 15 12 e8.4 e6.3 e15 36 e16 27 137 41 32 13
24 15 12 e8.3 e6.2 e23 36 e16 26 141 39 31 13
25 15 12 e8.2 e6.2 41 36 e16 25 139 36 29 14
26 15 12 e8.1 e6.2 57 35 e17 25 137 34 26 13
27 15 12 e8.0 e6.1 63 34 e17 28 138 32 23 12
28 14 12 e7.9 e6.1 75 33 e17 28 137 30 25 12
29 15 12 e7.8 e6.1 101 33 e16 27 134 28 21 11
30 14 12 e7.7 e6.2 --- 32 e16 26 126 27 20 11
31 14 --- e7.6 e6.2 --- 31 --- 25 --- 25 20 ---
TOTAL 540 379 306.4 208.7 535.2 1218 624 830 2319 2088 730 489
MEAN 17.4 12.6 9.88 6.73 18.5 39.3 20.8 26.8 77.3 67.4 23.5 16.3
MAX 23 15 13 7.5 101 93 30 44 149 120 32 30
MIN 14 11 7.6 6.1 6.2 31 16 15 15 25 17 11
AC-FT 1070 752 608 414 1060 2420 1240 1650 4600 4140 1450 970
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1956 - 2000, BY WATER YEAR (WY)
MEAN 3.54 3.52 1.86 .91 3.15 32.2 42.5 20.7 10.6 8.91 4.45 3.11
MAX 34.5 39.0 21.2 6.73 26.8 146 324 117 77.3 67.4 59.4 48.4
(WY) 1995 1995 1995 2000 1983 1995 1997 1995 2000 2000 1999 1999
MIN .43 .26 .034 .000 .000 .000 2.13 1.59 .30 .071 .000 .061
(WY) 1991 1977 1996 1959 1956 1969 1991 1977 1961 1961 1959 1976
SUMMARY STATISTICS FOR 1999 CALENDAR YEAR FOR 2000 WATER YEAR WATER YEARS 1956 - 2000
ANNUAL TOTAL 15852.0 10267.3
ANNUAL MEAN 43.4 28.1 11.3
HIGHEST ANNUAL MEAN 43.5 1995
LOWEST ANNUAL MEAN .76 1961
HIGHEST DAILY MEAN 250 Mar 20 149 Jun 18 690 Apr 20 1979
LOWEST DAILY MEAN 4.2 Feb 9 6.1 Jan 27 .00 Jan 21 1956
ANNUAL SEVEN-DAY MINIMUM 4.4 Feb 6 6.2 Jan 24 .00 Jan 21 1956
INSTANTANEOUS PEAK FLOW 162 Jun 17 1000 Apr 20 1979
INSTANTANEOUS PEAK STAGE 8.81 Jun 17 a 10.76 Apr 6 1997
INSTANTANEOUS LOW FLOW .00 Jan 21 1956
ANNUAL RUNOFF (AC-FT) 31440 20370 8200
10 PERCENT EXCEEDS 124 58 27
50 PERCENT EXCEEDS 20 18 1.8
90 PERCENT EXCEEDS 6.2 7.3 .00
a Backwater from ice
e Estimated
WATER-QUALITY RECORDS
PERIOD OF RECORD.--Water year 1972 to current year.
WATER-QUALITY DATA, WATER YEAR OCTOBER 1999 TO SEPTEMBER 2000
DIS- PH
CHARGE, WATER SPE- HARD- MAGNE- POTAS-
INST. WHOLE CIFIC NESS CALCIUM SIUM, SIUM,
CUBIC FIELD CON- TEMPER- TEMPER- TOTAL DIS- DIS- DIS-
FEET (STAND- DUCT- ATURE ATURE (MG/L SOLVED SOLVED SOLVED
DATE TIME PER ARD ANCE AIR WATER AS (MG/L (MG/L (MG/L
SECOND UNITS) (US/CM) (DEG C) (DEG C) CACO3) AS CA) AS MG) AS K)
(00061) (00400) (00095) (00020) (00010) (00900) (00915) (00925) (00935)
OCT
05... 1215 21 -- 1300 7.0 6.3 -- -- -- --
NOV
15... 1135 13 -- 1370 8.5 5.2 -- -- -- --
JAN
07... 1145 7.3 -- 1760 3.0 .0 -- -- -- --
FEB
14... 1140 7.6 -- -- <-5.0 -.5 -- -- -- --
MAR
13... 1145 32 -- 1220 5.0 1.1 -- -- -- --
APR
06... 1525 26 8.0 1290 3.0 8.0 450 67.0 68.0 15.0
MAY
10... 1315 23 -- 1350 22.0 19.6 -- -- -- --
JUN
16... 0930 69 -- 1140 9.0 15.0 -- -- -- --
19... 1100 130 -- 906 20.5 17.5 -- -- -- --
SEP
05... 1150 44 7.6 1160 20.0 18.5 400 63.0 60.0 15.0
ANC SOLIDS, SOLIDS,
SODIUM UNFLTRD CHLO- FLUO- SOLIDS, RESIDUE SUM OF
AD- SODIUM, TIT 4.5 RIDE, RIDE, SULFATE DIS- AT 180 CONSTI-
SORP- DIS- LAB DIS- DIS- DIS- SOLVED DEG. C TUENTS,
TION SOLVED (MG/L SOLVED SOLVED SOLVED (TONS DIS- DIS-
DATE RATIO (MG/L SODIUM AS (MG/L (MG/L (MG/L PER SOLVED SOLVED
AS NA) PERCENT CACO3) AS CL) AS F) AS SO4) DAY) (MG/L) (MG/L)
(00931) (00930) (00932) (90410) (00940) (00950) (00945) (70302) (70300) (70301)
OCT
05... -- -- -- -- -- -- -- -- -- --
NOV
15... -- -- -- -- -- -- -- -- -- --
JAN
07... -- -- -- -- -- -- -- -- -- --
FEB
14... -- -- -- -- -- -- -- -- -- --
MAR
13... -- -- -- -- -- -- -- -- -- --
APR
06... 3 170 44 448 17.0 .3 380 74.0 1050 987
MAY
10... -- -- -- -- -- -- -- -- -- --
JUN
16... -- -- -- -- -- -- -- -- -- --
19... -- -- -- -- -- -- -- -- -- --
SEP
05... 3 160 45 414 16.0 .2 320 110 917 883
MANGA- MOLYB- SELE- STRON-
ARSENIC IRON, LEAD, LITHIUM NESE, MERCURY DENUM, NIUM, TIUM,
DIS- DIS- DIS- DIS- DIS- DIS- DIS- DIS- DIS-
SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED
DATE (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L
AS AS) AS FE) AS PB) AS LI) AS MN) AS HG) AS MO) AS SE) AS SR)
(01000) (01046) (01049) (01130) (01056) (71890) (01060) (01145) (01080)
OCT
05... -- -- -- -- -- -- -- -- --
NOV
15... -- -- -- -- -- -- -- -- --
JAN
07... -- -- -- -- -- -- -- -- --
FEB
14... -- -- -- -- -- -- -- -- --
MAR
13... -- -- -- -- -- -- -- -- --
APR
06... 2.0 40 1 110 20 <.1 <1 <1.0 440
MAY
10... -- -- -- -- -- -- -- -- --
JUN
16... -- -- -- -- -- -- -- -- --
19... -- -- -- -- -- -- -- -- --
SEP
05... 8.0 80 <1 130 40 .3 <1 <1.0 460
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