Station list
Available data
ILLINOIS RIVER BASIN
05536290 LITTLE CALUMET RIVER AT SOUTH HOLLAND, IL
LOCATION.--Lat 41°36'25", long 87°35'52", in NE1/4SE1/4 sec.15, T.36 N., R.14 E., Cook County, Hydrologic Unit 07120003,
on left bank at downstream side of bridge on Cottage Grove Avenue in South Holland, 2.0 mi downstream from Thorn Creek,
and at mile 23.0.
DRAINAGE AREA.--208 mi2. (Does not include part of watershed diverted to Lake Michigan.)
PERIOD OF RECORD.--October 1947 to current year. Prior to October 1974, records published with those for streams in the
St. Lawrence River basin (WSP 1307, 1727, 1911, 2111, WDR IL 1971-74).
REVISED RECORDS.--WSP 1507: 1950, 1953. WDR IL-81-2: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 575.00 ft above sea level (Illinois Department of
Transportation bench mark). Prior to Oct. 27, 1947, nonrecording gage and Oct. 27, 1947, to Mar. 31, 1981,water-stage recorder at site
1.4 mi upstream at same datum. Apr. 1 to Nov. 8, 1981, nonrecording gage at same site and datum. Nov. 17, 1947, to Nov. 19,
1970, auxiliary water-stage recorder at Dixmoor, 4.7 mi downstream; prior to Nov. 17, 1947, nonrecording gage at the Dixmoor
site read twice daily.
REMARKS.--Records good except those for estimated daily discharges, which are poor. Flow from upper Little Calumet River is diverted
to Lake Michigan by Burns ditch. Calumet Sag Channel, 6.6 mi downstream from station diverts the entire flow to the Mississippi River
Basin. Gage-height telemeter at station.
EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of Apr. 6, 1947, reached a stage of 19.24 ft, from floodmarks, discharge,
4,760 ft3/s.
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 | 93 | 60 | 61 | e42 | 226 | 108 | 64 | 448 | 530 | 155 | 62 | 40
|
2 | 59 | 51 | 51 | e40 | 269 | 99 | 63 | 301 | 1250 | 126 | 51 | 37
|
3 | 112 | 47 | 42 | e48 | 296 | 133 | 61 | 229 | 896 | 84 | 37 | 37
|
4 | 63 | 48 | 41 | e49 | 234 | 116 | 101 | 191 | 381 | 70 | 37 | 35
|
5 | 47 | 68 | 41 | e50 | 181 | 111 | 83 | 155 | 233 | 61 | 43 | 38
|
|
6 | 72 | 72 | 151 | e49 | 157 | 198 | 91 | 178 | 163 | 57 | 38 | 38
|
7 | 74 | 64 | 559 | e48 | 141 | 188 | 78 | 169 | 123 | 60 | 40 | 37
|
8 | 53 | 53 | 351 | e48 | 134 | 156 | 76 | 130 | 118 | 53 | 43 | 37
|
9 | 46 | 52 | 200 | e47 | 126 | 135 | 367 | 118 | 205 | 51 | 41 | 38
|
10 | 40 | 279 | 138 | e47 | 123 | 130 | 321 | 110 | 208 | 47 | 37 | 39
|
|
11 | 39 | 235 | 106 | e46 | 151 | 137 | 402 | 127 | 229 | 49 | 46 | 38
|
12 | 38 | 128 | 88 | e46 | 147 | 138 | 298 | 392 | 201 | 43 | 95 | 39
|
13 | 35 | 90 | 82 | e45 | 112 | 141 | 202 | 546 | 367 | 40 | 103 | 50
|
14 | 34 | 78 | 81 | e45 | 98 | 133 | 150 | 317 | 441 | 39 | 60 | 39
|
15 | 35 | 67 | 77 | e47 | 92 | 149 | 186 | 204 | 240 | 41 | 48 | 33
|
|
16 | 40 | 61 | 97 | e53 | 92 | 204 | 996 | 150 | 149 | 41 | 41 | 31
|
17 | 40 | 62 | 85 | 119 | 91 | 383 | 1060 | 167 | 108 | 45 | 38 | 30
|
18 | 120 | 58 | 66 | 299 | 84 | 382 | 510 | 150 | 87 | 59 | 36 | 28
|
19 | 83 | 55 | 59 | 187 | 79 | 248 | 300 | 118 | 78 | 49 | 173 | 28
|
20 | 62 | 49 | 55 | 134 | 76 | 184 | 221 | 100 | 72 | 51 | 95 | 26
|
|
21 | 56 | 48 | 54 | 148 | 74 | 142 | 219 | 99 | 67 | 87 | 54 | 42
|
22 | 45 | 43 | 54 | 1020 | 70 | 122 | 438 | 143 | 158 | 190 | 46 | 32
|
23 | 42 | 43 | 50 | 1890 | 66 | 107 | 1810 | 173 | 192 | 81 | 43 | 29
|
24 | 40 | 46 | 52 | 2540 | 72 | 103 | 1790 | 203 | 208 | 64 | 113 | 27
|
25 | 38 | 41 | 50 | 1910 | 108 | 88 | 770 | 134 | 127 | 46 | 243 | 28
|
|
26 | 36 | 43 | 48 | 977 | 122 | 84 | 399 | 106 | 97 | 42 | 132 | 28
|
27 | 50 | 41 | 48 | 640 | 158 | 78 | 595 | 92 | 154 | 40 | 88 | 28
|
28 | 137 | 40 | 47 | 674 | 131 | 76 | 2040 | 85 | 107 | 41 | 72 | 119
|
29 | 100 | 41 | 49 | 479 | --- | 71 | 1870 | 78 | 79 | 42 | 54 | 145
|
30 | 117 | 47 | 47 | 331 | --- | 67 | 817 | 73 | 71 | 45 | 45 | 79
|
|
31 | 81 | --- | 45 | 260 | --- | 64 | --- | 83 | --- | 43 | 41 | ---
|
TOTAL | 1927 | 2110 | 2975 | 12358 | 3710 | 4475 | 16378 | 5569 | 7339 | 1942 | 2095 | 1275
|
MEAN | 62.2 | 70.3 | 96.0 | 399 | 132 | 144 | 546 | 180 | 245 | 62.6 | 67.6 | 42.5
|
MAX | 137 | 279 | 559 | 2540 | 296 | 383 | 2040 | 546 | 1250 | 190 | 243 | 145
|
MIN | 34 | 40 | 41 | 40 | 66 | 64 | 61 | 73 | 67 | 39 | 36 | 26
|
CFSM | .30 | .34 | .46 | 1.92 | .64 | .69 | 2.62 | .86 | 1.18 | .30 | .32 | .20
|
IN. | .34 | .38 | .53 | 2.21 | .66 | .80 | 2.93 | 1.00 | 1.31 | .35 | .37 | .23
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1948 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 101 | 150 | 176 | 181 | 220 | 327 | 324 | 251 | 200 | 129 | 103 | 104
|
MAX | 645 | 572 | 767 | 572 | 667 | 916 | 712 | 638 | 817 | 555 | 360 | 480
|
(WY) | 1955 | 1991 | 1983 | 1993 | 1997 | 1979 | 1950 | 1996 | 1993 | 1957 | 1968 | 1961
|
MIN | 19.8 | 18.1 | 27.8 | 27.0 | 38.1 | 81.2 | 65.1 | 51.8 | 35.4 | 39.0 | 23.8 | 17.8
|
(WY) | 1957 | 1950 | 1963 | 1963 | 1964 | 1964 | 1986 | 1958 | 1949 | 1948 | 1948 | 1949
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1948 - 1999 |
---|
ANNUAL TOTAL | 76442 | | 62153 | | |
|
ANNUAL MEAN | 209 | | 170 | | 189 |
|
HIGHEST ANNUAL MEAN | | | | | 333 | 1993
|
LOWEST ANNUAL MEAN | | | | | 72.4 | 1964
|
HIGHEST DAILY MEAN | 2720 | May 8 | 2540 | Jan 24 | 4240 | Jul 14 1957
|
LOWEST DAILY MEAN | 34 | Sep 29, Oct 14 | 26 | Sep 20 | 7.9 | Oct 6 1950
|
ANNUAL SEVEN-DAY MINIMUM | 37 | Oct 10 | 30 | Sep 18 | 14 | Oct 27 1949
|
INSTANTANEOUS PEAK FLOW | | | 2630 | Jan 24 | 4440 A | Jul 14 1957
|
INSTANTANEOUS PEAK STAGE | | | 16.59 | Jan 24 | 20.50 | Nov 28 1990
|
INSTANTANEOUS LOW FLOW | | | 24 | B | |
|
ANNUAL RUNOFF (CFSM) | 1.01 | | .82 | | .91 |
|
ANNUAL RUNOFF (INCHES) | 13.67 | | 11.12 | | 12.32 |
|
10 PERCENT EXCEEDS | 482 | | 325 | | 431 |
|
50 PERCENT EXCEEDS | 96 | | 79 | | 84 |
|
90 PERCENT EXCEEDS | 45 | | 39 | | 36 |
|
A - Gage height, 20.11 ft, site then in use.
B - Sep 19, 20, 26, 27.