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RED RIVER OF THE NORTH BASIN
05066500 GOOSE RIVER AT HILLSBORO, ND
LOCATION.--Lat 47°24'34", long 97°03'39", in NW1/4 sec.5, T.145 N., R.50 W., Traill County, Hydrologic Unit 09020109, on right
bank 600 ft upstream from Foogman Dam in Hillsboro, and 27.5 mi upstream from mouth.
DRAINAGE AREA.--1,203 mi2, of which about 110 mi2 is probably noncontributing.
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.--March 1931 to current year (no winter records 1932-34). Monthly discharge only for some periods, published in
WSP 1308.
GAGE.--Water-stage recorder and masonry dam. Datum of gage is 879.52 ft above sea level. Sept. 26, 1941, to Oct. 27, 1965, at
site 600 ft downstream at same datum. See WSP 1728 or 1913 for history of changes prior to Sept. 26, 1941.
REMARKS.--Records fair 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 32 64 e49 e32 e25 384 69 102 53 843 135 39
2 33 62 e50 e32 e25 301 67 94 60 736 127 36
3 33 63 e50 e32 e24 246 68 93 71 644 118 34
4 33 73 e49 e31 e24 e190 64 96 70 577 111 33
5 32 78 e47 e31 e24 e170 59 93 58 562 108 30
6 30 73 e45 e31 e23 e140 55 93 47 568 102 29
7 31 66 e43 e31 e23 e120 55 96 42 595 96 30
8 34 62 e42 e31 e23 e100 52 94 38 705 90 31
9 26 60 e40 e31 e23 96 53 91 34 1030 87 29
10 24 58 e39 e31 e23 135 52 88 30 1300 84 27
11 24 60 e38 e30 e22 144 50 92 26 1360 79 24
12 26 58 e37 e30 e22 136 50 99 23 1370 76 20
13 25 56 e37 e30 e22 118 50 104 22 1190 76 18
14 26 54 e36 e30 e22 103 54 96 32 1080 80 15
15 25 51 e36 e30 e22 85 57 89 36 971 76 14
16 26 41 e36 e30 e22 73 57 89 213 829 76 12
17 29 40 e35 e29 e22 70 54 88 1470 681 76 11
18 31 44 e35 e29 e23 66 61 87 1900 563 75 11
19 29 51 e35 e29 e23 66 73 80 2520 463 75 9.8
20 29 49 e35 e29 e23 66 80 71 2930 393 97 8.3
21 31 48 e34 e28 e24 64 87 74 3030 348 112 6.4
22 36 e46 e34 e28 e25 70 94 70 2910 313 133 9.9
23 39 e45 e34 e28 e27 67 92 68 2630 283 130 8.0
24 40 e44 e34 e28 e33 68 89 65 2280 253 126 9.8
25 41 e44 e34 e27 e50 78 89 61 1860 233 114 11
26 43 e43 e33 e27 e200 107 91 55 1600 212 93 12
27 52 e43 e33 e27 805 130 96 50 1390 194 80 14
28 45 e43 e33 e26 772 111 102 45 1220 177 68 15
29 41 e44 e33 e26 592 94 107 51 1080 166 55 15
30 48 e47 e32 e26 --- 85 109 48 951 154 47 14
31 61 --- e32 e26 --- 79 --- 52 --- 145 42 ---
TOTAL 1055 1610 1180 906 2988 3762 2136 2474 28626 18938 2844 576.2
MEAN 34.0 53.7 38.1 29.2 103 121 71.2 79.8 954 611 91.7 19.2
MAX 61 78 50 32 805 384 109 104 3030 1370 135 39
MIN 24 40 32 26 22 64 50 45 22 145 42 6.4
AC-FT 2090 3190 2340 1800 5930 7460 4240 4910 56780 37560 5640 1140
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1931 - 2000, BY WATER YEAR (WY)
MEAN 16.1 12.2 7.70 4.56 8.78 171 510 139 81.3 72.3 25.2 17.8
MAX 436 188 79.9 31.8 217 1220 3412 2275 954 729 515 326
(WY) 1995 1995 1995 1995 1998 1995 1997 1950 2000 1993 1993 1994
MIN .000 .000 .000 .000 .000 .000 6.51 1.12 1.35 .000 .000 .000
(WY) 1939 1939 1939 1939 1939 1940 1938 1939 1938 1940 1938 1938
SUMMARY STATISTICS FOR 1999 CALENDAR YEAR FOR 2000 WATER YEAR WATER YEARS 1931 - 2000
ANNUAL TOTAL 146643 67095.2
ANNUAL MEAN 402 183 91.4
HIGHEST ANNUAL MEAN 400 1999
LOWEST ANNUAL MEAN 3.47 1937
HIGHEST DAILY MEAN 6200 Mar 30 3030 Jun 21 14400 Apr 21 1979
LOWEST DAILY MEAN 12 Feb 8 6.4 Sep 21 .00 Mar 1 1936
ANNUAL SEVEN-DAY MINIMUM 12 Feb 13 9.0 Sep 18 .00 Mar 1 1936
INSTANTANEOUS PEAK FLOW 3070 Jun 21 14800 Apr 21 1979
INSTANTANEOUS PEAK STAGE 9.95 Jun 22 16.76 Apr 21 1979
ANNUAL RUNOFF (AC-FT) 290900 133100 66210
10 PERCENT EXCEEDS 1240 414 135
50 PERCENT EXCEEDS 54 52 6.0
90 PERCENT EXCEEDS 15 24 .10
e Estimated
WATER-QUALITY RECORDS
PERIOD OF RECORD.--Water year 1969 to current year.
REMARKS.--Quality assurance sample also collected at this location.
WATER-QUALITY DATA, WATER YEAR OCTOBER 1999 TO SEPTEMBER 2000
DIS- PH PH SPE-
CHARGE, WATER WATER CIFIC SPE- HARD- MAGNE-
INST. WHOLE WHOLE CON- CIFIC NESS CALCIUM SIUM,
CUBIC FIELD LAB DUCT- CON- TEMPER- TEMPER- TOTAL DIS- DIS-
FEET (STAND- (STAND- ANCE DUCT- ATURE ATURE (MG/L SOLVED SOLVED
DATE TIME PER ARD ARD LAB ANCE AIR WATER AS (MG/L (MG/L
SECOND UNITS) UNITS) (US/CM) (US/CM) (DEG C) (DEG C) CACO3) AS CA) AS MG)
(00061) (00400) (00403) (90095) (00095) (00020) (00010) (00900) (00915) (00925)
OCT
22... 1115 39 -- -- -- 1670 5.0 2.5 -- -- --
NOV
16... 1235 39 -- -- -- 1090 5.5 4.5 -- -- --
MAR
02... 1340 278 -- -- -- 1370 7.5 .5 -- -- --
APR
25... 1345 90 8.4 -- 1420 1430 22.0 14.5 630 130 75.0
JUN
20... 1110 2900 -- -- -- 571 -- 17.5 -- -- --
JUL
26... 0955 222 -- -- -- 1140 -- 23.5 -- -- --
AUG
22... 1120 140 8.1 8.1 -- 1240 24.0 22.0 520 110 60.0
ANC SOLIDS,
POTAS- SODIUM UNFLTRD CHLO- FLUO- SOLIDS, RESIDUE
SIUM, AD- SODIUM, TIT 4.5 RIDE, RIDE, SULFATE DIS- AT 180
DIS- SORP- DIS- LAB DIS- DIS- DIS- SOLVED DEG. C
SOLVED TION SOLVED (MG/L SOLVED SOLVED SOLVED (TONS DIS-
DATE (MG/L RATIO (MG/L SODIUM AS (MG/L (MG/L (MG/L PER SOLVED
AS K) AS NA) PERCENT CACO3) AS CL) AS F) AS SO4) DAY) (MG/L)
(00935) (00931) (00930) (00932) (90410) (00940) (00950) (00945) (70302) (70300)
OCT
22... -- -- 1 -- -- -- -- -- -- -- --
NOV
16... -- -- -- -- -- -- -- -- -- --
MAR
02... -- -- -- -- -- -- -- -- -- --
APR
25... 9.0 1 78.0 21 242 46.0 .2 530 261 1070
JUN
20... -- -- -- -- -- -- -- -- -- --
JUL
26... -- -- -- -- -- -- -- -- -- --
AUG
22... 12.0 2 100 29 321 32.0 .2 370 372 983
SOLIDS,
SUM OF MANGA- MOLYB- SELE- STRON-
CONSTI- ARSENIC IRON, LEAD, LITHIUM NESE, MERCURY DENUM, NIUM, TIUM,
TUENTS, DIS- DIS- DIS- DIS- DIS- DIS- DIS- DIS- DIS-
DIS- SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED SOLVED
DATE SOLVED (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L (UG/L
(MG/L) AS AS) AS FE) AS PB) AS LI) AS MN) AS HG) AS MO) AS SE) AS SR)
(70301) (01000) (01046) (01049) (01130) (01056) (71890) (01060) (01145) (01080)
OCT
22... -- -- -- -- -- -- -- -- -- --
NOV
16... -- -- -- -- -- -- -- -- -- --
MAR
02... -- -- -- -- -- -- -- -- -- --
APR
25... 1010 3.0 30 <1 90.0 350 <.1 2 1.0 720
JUN
20... -- -- -- -- -- -- -- -- -- --
JUL
26... -- -- -- -- -- -- -- -- -- --
AUG
22... 878 9.0 110 <1 90.0 80 <.1 4 2.0 550
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