Station list
Available data
ROCK RIVER BASIN
05448000 MILL CREEK AT MILAN, IL
LOCATION.--Lat 41°26'32", long 90°33'21", in NW1/4NE1/4 sec.25, T.17 N., R.2 W., Rock Island County, Hydrologic Unit
07090005, on right bank at upstream side of Knoxville Road Bridge, 1 mi southeast of Milan, and at mile 1.2.
DRAINAGE AREA.--62.4 mi2.
PERIOD OF RECORD.--October 1989 to current year. October 1939 to September 1940 (fragmentary), July 1941 to September
1986. Seven-month period (March to September), water years 1987-89.
REVISED RECORDS.--WSP 1308: 1940(M), 1943(M). WDR IL-72-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 565.23 ft above sea level (levels by U.S. Army Corps of
Engineers). Prior to Oct. 1, 1987, at datum 1.00 ft higher. Prior to Apr. 5, 1940, nonrecording gage at site 300 ft upstream.
Oct. 1939 to Nov. 15, 1984, recording gage at site 400 ft. upstream.
REMARKS.--Records good except those for Oct. 18-27, Nov. 11-12, Dec. 6-27, Jan. 2-8, 18-22, Mar. 17-Apr. 6, Apr. 15-May 9, and
May 24-June 8, which are fair, and those for estimated daily discharges, which are poor. Occasional pumpage of about 1 ft3/s from quarry into creek upstream from gage.
DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
DAILY MEAN VALUES
|
---|
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP
|
---|
|
1 | 13 | 87 | 58 | e52 | e160 | 44 | 50 | 109 | 69 | 77 | 8.1 | 3.0
|
2 | 18 | 202 | 56 | e62 | e250 | 50 | 49 | 100 | 156 | 49 | 5.8 | 6.1
|
3 | 40 | 185 | 55 | e58 | e210 | 51 | 190 | 93 | 91 | 41 | 5.4 | 4.6
|
4 | 28 | 133 | 54 | e56 | e170 | 47 | e140 | 94 | 270 | 37 | 5.2 | 3.5
|
5 | 205 | 114 | 54 | e54 | e140 | 50 | e94 | 90 | 211 | 34 | 4.5 | 2.8
|
|
6 | 104 | 101 | 143 | e66 | e125 | 51 | 86 | 83 | 371 | 34 | 5.4 | 2.6
|
7 | 70 | 92 | 253 | e60 | e115 | 42 | e78 | 80 | 308 | 33 | 6.5 | 2.5
|
8 | 55 | 93 | 149 | e57 | e105 | 39 | e150 | 73 | 132 | 31 | 8.4 | 2.7
|
9 | 47 | 101 | 125 | e54 | e98 | e43 | e140 | 66 | 97 | 29 | 5.8 | 2.4
|
10 | 41 | 1300 | 109 | e51 | e92 | e49 | e110 | e59 | 87 | 26 | 5.5 | 4.3
|
|
11 | 37 | 271 | 100 | e48 | e130 | 47 | e88 | e55 | 94 | 24 | 3.8 | 2.3
|
12 | 35 | 190 | 96 | e46 | e110 | 49 | e79 | e70 | 126 | 23 | 32 | 2.4
|
13 | 31 | 159 | 90 | e45 | e96 | 49 | e76 | e420 | 352 | 24 | 19 | 5.2
|
14 | 31 | 142 | 86 | e43 | e83 | 47 | e74 | e250 | 152 | 21 | 8.4 | 2.5
|
15 | 41 | 122 | 83 | e42 | e74 | 52 | e300 | e170 | 107 | 19 | 8.0 | 2.2
|
|
16 | 33 | 116 | 82 | e41 | e67 | 82 | 609 | e140 | 90 | 18 | 5.0 | 3.6
|
17 | 1460 | 102 | 78 | e41 | e60 | 144 | 287 | e120 | 81 | 17 | 4.5 | 2.1
|
18 | 2270 | 93 | 82 | e40 | e55 | 109 | 204 | e105 | 72 | 17 | 5.1 | 2.0
|
19 | 313 | 87 | 75 | e40 | e51 | 85 | 170 | e95 | 63 | 16 | 8.5 | 2.2
|
20 | 222 | 82 | 66 | e40 | e48 | 80 | 144 | e90 | 59 | 22 | 6.9 | 2.1
|
|
21 | 179 | 77 | 58 | e70 | e47 | 72 | 130 | e100 | 55 | 17 | 4.0 | 2.0
|
22 | 149 | 77 | e52 | e150 | e46 | 65 | 130 | e140 | 51 | 14 | 3.8 | 1.9
|
23 | 133 | 74 | e60 | e340 | e46 | 65 | 435 | e96 | 55 | 14 | 41 | 3.1
|
24 | 120 | 66 | e65 | e290 | e45 | 63 | 207 | e76 | 57 | 16 | 57 | 3.7
|
25 | 107 | 67 | e69 | e240 | 43 | 59 | 163 | 65 | 51 | 12 | 15 | 1.9
|
|
26 | 100 | 63 | e70 | e170 | 45 | 56 | 143 | 63 | 47 | 14 | 8.4 | 2.2
|
27 | 113 | 61 | e69 | e240 | 59 | 57 | 151 | 58 | 45 | 13 | 6.6 | 9.3
|
28 | 127 | 59 | e66 | e300 | 50 | 61 | 173 | 55 | 46 | 13 | 5.7 | 187
|
29 | 98 | 59 | e56 | e200 | --- | 57 | 137 | 53 | 42 | 12 | 4.7 | 45
|
30 | 105 | 71 | e35 | e160 | --- | 52 | 118 | 53 | 42 | 8.9 | 3.7 | 15
|
|
31 | 86 | --- | e43 | e150 | --- | 51 | --- | 50 | --- | 7.5 | 3.4 | ---
|
TOTAL | 6411 | 4446 | 2537 | 3306 | 2620 | 1868 | 4905 | 3171 | 3479 | 733.4 | 315.1 | 332.2
|
MEAN | 207 | 148 | 81.8 | 107 | 93.6 | 60.3 | 164 | 102 | 116 | 23.7 | 10.2 | 11.1
|
MAX | 2270 | 1300 | 253 | 340 | 250 | 144 | 609 | 420 | 371 | 77 | 57 | 187
|
MIN | 13 | 59 | 35 | 40 | 43 | 39 | 49 | 50 | 42 | 7.5 | 3.4 | 1.9
|
CFSM | 3.31 | 2.38 | 1.31 | 1.71 | 1.50 | .97 | 2.62 | 1.64 | 1.86 | .38 | .16 | .18
|
IN. | 3.82 | 2.65 | 1.51 | 1.97 | 1.56 | 1.11 | 2.92 | 1.89 | 2.07 | .44 | .19 | .20
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1940 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 23.1 | 24.7 | 27.3 | 39.3 | 61.2 | 76.9 | 78.4 | 72.2 | 67.8 | 40.9 | 25.1 | 19.3
|
MAX | 209 | 175 | 162 | 223 | 223 | 299 | 335 | 432 | 616 | 388 | 259 | 208
|
(WY) | 1955 | 1962 | 1983 | 1960 | 1959 | 1960 | 1965 | 1996 | 1993 | 1986 | 1993 | 1970
|
MIN | .11 | .51 | .44 | .000 | 2.78 | 3.95 | 3.17 | 3.44 | 1.86 | 1.50 | .89 | .18
|
(WY) | 1957 | 1957 | 1977 | 1940 | 1964 | 1956 | 1956 | 1956 | 1956 | 1988 | 1957 | 1956
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1940 - 1999 |
---|
ANNUAL TOTAL | 40208.3 | | 34123.7 | | |
|
ANNUAL MEAN | 110 | | 93.5 | | 47.8 |
|
HIGHEST ANNUAL MEAN | | | | | 173 | 1993
|
LOWEST ANNUAL MEAN | | | | | 8.67 | 1957
|
HIGHEST DAILY MEAN | 2270 | Oct 18 | 2270 | Oct 18 | 5000 | Jul 8 1986
|
LOWEST DAILY MEAN | 5.5 | Sep 12 | 1.9 | Sep 22,25 | .00 | A
|
ANNUAL SEVEN-DAY MINIMUM | 6.7 | Sep 7 | 2.2 | Sep 17 | .00 | Dec 30 1939
|
INSTANTANEOUS PEAK FLOW | | | 5760 | Oct 18 | 9300 | Apr 22 1973
|
INSTANTANEOUS PEAK STAGE | | | 9.69 | Oct 18 | 12.65 B | Apr 22 1973
|
INSTANTANEOUS LOW FLOW | | | 1.4 | Sep 24 | |
|
ANNUAL RUNOFF (CFSM) | 1.77 | | 1.50 | | .77 |
|
ANNUAL RUNOFF (INCHES) | 23.97 | | 20.34 | | 10.41 |
|
10 PERCENT EXCEEDS | 204 | | 171 | | 92 |
|
50 PERCENT EXCEEDS | 75 | | 59 | | 17 |
|
90 PERCENT EXCEEDS | 17 | | 5.3 | | 1.6 |
|
A - At times in several years.
B - Present datum.