Station list
Available data
ILLINOIS RIVER BASIN
05536265 LANSING DITCH NEAR LANSING, IL
LOCATION.--Lat 41°31'40", long 87°31'45", at north boundary of sec.17, T.35 N., R.15 E., Cook County, Hydrologic Unit
07120003, on right bank at upstream side of bridge on 202nd Street, 0.2 mi west of Indiana State line, 0.5 mi east of Burnham
Avenue, 2 mi south of Lansing, and at mile 2.7.
DRAINAGE AREA.--8.84 mi2.
PERIOD OF RECORD.--May 1948 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.--WDR IL-75-1: Drainage area. WDR IL-79-2: 1975-78.
GAGE.--Water-stage recorder. Datum of gage is 607.16 ft above sea level. Prior to Sept. 20, 1948, nonrecording gage at same site
and datum.
REMARKS.--Records poor. Some diurnal fluctuation caused by pumping operations upstream from station.
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 | 1.6 | 1.7 | .00 | .00 | 6.6 | 3.3 | 2.4 | 10 | 42 | .68 | .45 | .05
|
| 2 | .62 | .36 | .00 | .00 | 8.4 | 3.4 | 2.0 | 5.6 | 63 | .15 | .25 | .05
|
| 3 | 1.9 | .00 | .00 | .00 | 8.9 | 5.9 | 1.8 | 4.1 | 16 | .00 | .18 | .05
|
| 4 | .63 | e1.1 | .00 | .00 | 6.7 | 5.5 | 4.0 | 2.8 | 7.6 | .00 | .15 | .05
|
| 5 | .24 | e2.1 | .00 | .00 | 4.8 | 5.9 | 2.1 | 2.4 | 2.2 | .00 | .14 | .04
|
|
|
| 6 | .63 | e1.4 | 15 | .00 | 4.7 | 11 | 3.0 | 2.9 | 1.9 | .00 | .14 | .02
|
| 7 | 1.0 | e.95 | 36 | .00 | 4.4 | 10 | 1.7 | 3.4 | 7.4 | .00 | .20 | .11
|
| 8 | .57 | .02 | 14 | .00 | 4.0 | 8.2 | .71 | 3.6 | 10 | .00 | .66 | .08
|
| 9 | .32 | .00 | 6.3 | .00 | e3.8 | 7.5 | 19 | 3.3 | 6.3 | .00 | .21 | .09
|
| 10 | .16 | e21 | 3.6 | .00 | e3.5 | 7.1 | 19 | 26 | .94 | .00 | e.80 | .11
|
|
|
| 11 | .09 | 9.5 | 2.2 | .00 | e4.0 | 7.4 | 43 | 60 | 4.3 | .00 | e1.5 | .11
|
| 12 | .02 | 3.7 | 1.2 | .00 | 3.9 | 7.9 | 17 | 50 | 1.0 | .01 | e2.0 | .12
|
| 13 | .02 | 1.8 | .56 | .00 | 3.0 | 8.6 | 8.2 | 16 | 3.1 | .03 | 1.3 | .33
|
| 14 | e1.3 | .71 | e.45 | .00 | 2.4 | 8.4 | 5.9 | 9.4 | 2.2 | .07 | .47 | .14
|
| 15 | e1.1 | .18 | e.36 | e.01 | 2.4 | 10 | 14 | .87 | 1.3 | .03 | .22 | .09
|
|
|
| 16 | e1.3 | .00 | e.27 | e.05 | 2.5 | 22 | 75 | .78 | 1.4 | .01 | .14 | .10
|
| 17 | 1.4 | .00 | e.20 | e.17 | 2.5 | 36 | 43 | 1.3 | 1.3 | .14 | .15 | .07
|
| 18 | 5.7 | .00 | e.16 | e14 | 2.1 | 17 | 18 | 1.1 | 1.3 | .28 | .20 | .08
|
| 19 | 13 | .00 | e.11 | 9.0 | 1.7 | 9.1 | 9.5 | .59 | 1.3 | .28 | 5.1 | .06
|
| 20 | 3.6 | .00 | .07 | 8.3 | 1.7 | 6.3 | 6.6 | .27 | 1.1 | .58 | 1.2 | .06
|
|
|
| 21 | .64 | .00 | .09 | 9.7 | 1.3 | 6.1 | 6.3 | .64 | .86 | .70 | .31 | .11
|
| 22 | 12 | .00 | .03 | 91 | 1.1 | 5.1 | 37 | 1.4 | 1.3 | .21 | .17 | .04
|
| 23 | 3.7 | .00 | .00 | 129 | e1.1 | 4.4 | 107 | 2.6 | 1.6 | .00 | .20 | .02
|
| 24 | .18 | .00 | .00 | 85 | e1.3 | 3.6 | 55 | 2.5 | 3.0 | .01 | e1.5 | .02
|
| 25 | .00 | .00 | .00 | e40 | e1.5 | 3.2 | 23 | 1.9 | .72 | .12 | e4.2 | .02
|
|
|
| 26 | .00 | .00 | .00 | e20 | e3.0 | 3.0 | 41 | 2.6 | 1.6 | .20 | e2.5 | .05
|
| 27 | .30 | .00 | .00 | e20 | 4.5 | 2.7 | 95 | 3.6 | 1.2 | .27 | e1.6 | .05
|
| 28 | 4.9 | .00 | .00 | e22 | 4.2 | 2.6 | 91 | 3.8 | .29 | .28 | .24 | 1.2
|
| 29 | 1.8 | .00 | .00 | 15 | --- | 2.3 | 70 | 3.1 | .15 | .27 | .04 | 1.3
|
| 30 | 2.7 | .04 | .00 | 9.5 | --- | 2.4 | 69 | 2.0 | .20 | .26 | .03 | .44
|
|
|
| 31 | 2.4 | --- | .00 | 7.4 | --- | 2.3 | --- | 5.6 | --- | .39 | .04 | ---
|
| TOTAL | 63.82 | 44.56 | 80.60 | 480.13 | 100.0 | 238.2 | 890.21 | 234.15 | 186.56 | 4.97 | 26.29 | 5.06
|
| MEAN | 2.06 | 1.49 | 2.60 | 15.5 | 3.57 | 7.68 | 29.7 | 7.55 | 6.22 | .16 | .85 | .17
|
| MAX | 13 | 21 | 36 | 129 | 8.9 | 36 | 107 | 60 | 63 | .70 | 5.1 | 1.3
|
| MIN | .00 | .00 | .00 | .00 | 1.1 | 2.3 | .71 | .27 | .15 | .00 | .03 | .02
|
| CFSM | .23 | .17 | .29 | 1.75 | .40 | .87 | 3.36 | .85 | .70 | .02 | .10 | .02
|
| IN. | .27 | .19 | .34 | 2.02 | .42 | 1.00 | 3.75 | .99 | .79 | .02 | .11 | .02
|
e Estimated
| STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1948 - 1999, BY WATER YEAR (WY)
|
|---|
| MEAN | 5.03 | 6.46 | 6.98 | 7.58 | 9.12 | 13.9 | 13.9 | 10.5 | 9.04 | 6.48 | 4.37 | 4.39
|
| MAX | 41.8 | 25.6 | 28.0 | 24.1 | 23.1 | 44.4 | 40.7 | 31.5 | 33.8 | 26.1 | 16.5 | 23.3
|
| (WY) | 1955 | 1986 | 1983 | 1952 | 1951 | 1979 | 1950 | 1959 | 1993 | 1957 | 1990 | 1965
|
| MIN | .16 | .22 | .23 | .12 | .13 | 1.52 | .64 | 1.53 | .96 | .16 | .28 | .17
|
| (WY) | 1953 | 1954 | 1964 | 1963 | 1963 | 1957 | 1986 | 1958 | 1949 | 1999 | 1948 | 1999
|
| SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1948 - 1999 |
|---|
| ANNUAL TOTAL | 2763.71 | | 2354.55 | | |
|
| ANNUAL MEAN | 7.57 | | 6.45 | | 8.16 |
|
| HIGHEST ANNUAL MEAN | | | | | 14.0 | 1993
|
| LOWEST ANNUAL MEAN | | | | | 2.22 | 1964
|
| HIGHEST DAILY MEAN | 92 | Mar 18 | 129 | Jan 23 | 377 | May 11 1951
|
| LOWEST DAILY MEAN | .00 | A | .00 | A | .00 | B
|
| ANNUAL SEVEN-DAY MINIMUM | .00 | Nov 16 | .00 | Nov 16 | .00 | Sep 16 1949
|
| INSTANTANEOUS PEAK FLOW | | | 150 | Jan 23 | 461 C | D
|
| INSTANTANEOUS PEAK STAGE | | | 7.95 | Jan 23 | 10.18 | Oct 11 1954
|
| ANNUAL RUNOFF (CFSM) | .86 | | .73 | | .92 |
|
| ANNUAL RUNOFF (INCHES) | 11.63 | | 9.91 | | 12.55 |
|
| 10 PERCENT EXCEEDS | 25 | | 15 | | 16 |
|
| 50 PERCENT EXCEEDS | 1.8 | | 1.2 | | 4.1 |
|
| 90 PERCENT EXCEEDS | .00 | | .00 | | .50 |
|
A - Many days.
B - At times in most years.
C - Gage height, 9.24 ft, from floodmark.
D - May 10 or 11, 1948.