LOCATION.-- Lat 41°40'18", long 88°26'29" (NAD of 1927), in SE1/4NW1/4 sec.21, T.37 N., R.7 E., Kendall County, Hydrologic Unit 07120007, on right bank 300 ft upstream from bridge on State Highway 47, 2.0 mi north of Yorkville, and at mile 3.3. |
|
DRAINAGE AREA.-- 70.2 mi2. |
|
PERIOD OF RECORD.-- |
|
SURFACE-WATER DISCHARGE AND STAGE |
|
DISCHARGE: October 1960 to current year. |
|
STAGE: Water years 1994 to current year. |
|
SURFACE-WATER QUALITY |
|
CHEMICAL: Water years 1978-91. |
|
BIOLOGICAL |
|
ALGAE: Pigment and biomass, Water year 1990. |
|
REVISED RECORDS.-- WDR IL-75-1: Drainage area. |
|
GAGE.-- Water-stage recorder, phone telemeter, and crest-stage gage. Datum of gage is 612.34 ft above NGVD of 1929. |
|
REMARKS.-- Diversion about 7 miles upstream near Jericho Rd. that crosses the watershed divide during overbank flow. |
|
EXTREMES FOR PERIOD OF RECORD.-- |
|
SURFACE -WATER DISCHARGE AND STAGE: Maximum discharge, 5,510 ft3/s, from rating curve extended above 3,900 ft3/s, July 18, 1996, gage height, 13.16 ft, backwater from debris jam; minimum, 0.10 ft3/s, Dec. 7, 1962, result of freeze up. |
|
REMARKS FOR CURRENT YEAR.-- Records good except those for estimated daily discharges, which are poor. |
Discharge, cubic feet per second, WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004 DAILY MEAN VALUES |
||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 4.6 | e29 | 23 | 24 | 12 | 33 | 221 | 26 | 676 | 45 | 15 | 25 |
2 | 5.3 | 38 | 21 | 20 | e12 | 38 | 166 | 24 | 648 | 43 | 14 | 27 |
3 | 6.1 | 51 | 20 | 20 | e12 | 38 | 124 | 22 | 354 | 41 | 15 | 18 |
4 | 7.3 | 44 | 20 | 21 | e12 | 37 | 94 | 20 | 194 | 43 | 30 | 15 |
5 | 8.2 | 103 | 24 | 19 | e12 | 117 | 80 | 21 | 139 | 42 | 35 | 14 |
6 | 7.6 | 67 | 27 | 14 | e12 | 209 | 74 | 19 | 107 | 41 | 27 | 13 |
7 | 7.0 | 42 | 25 | e14 | e12 | 152 | 70 | 19 | 86 | 39 | 23 | 13 |
8 | 8.2 | 30 | 23 | e14 | e12 | 104 | 64 | 17 | 69 | 36 | 20 | 12 |
9 | 7.6 | 19 | 25 | e14 | e12 | 83 | 55 | 18 | 56 | 37 | 18 | 11 |
10 | e5.2 | 15 | 104 | e14 | e12 | 63 | 49 | 17 | 54 | 63 | 16 | 11 |
11 | e4.8 | 12 | 217 | e14 | e12 | 53 | 46 | 16 | 86 | 52 | 15 | 10 |
12 | e5.8 | 13 | 157 | e14 | e12 | 44 | 42 | 16 | 616 | 45 | 14 | 10 |
13 | e5.0 | 11 | 96 | e14 | e12 | 40 | 41 | 23 | 1030 | 40 | 13 | 9.8 |
14 | e28 | 8.5 | 66 | e14 | 12 | 39 | 35 | 55 | 995 | 36 | 12 | 9.3 |
15 | 30 | 7.7 | 52 | 14 | 12 | 38 | 33 | 100 | 597 | 32 | 12 | 9.0 |
16 | e24 | 7.9 | 48 | e13.5 | 12 | 36 | 31 | 79 | 318 | 30 | 12 | 9.8 |
17 | e20 | 7.2 | 38 | e13 | 12 | 37 | 30 | 54 | 217 | 28 | 11 | 9.7 |
18 | e16 | 50 | 33 | 13 | 12 | 36 | 27 | 48 | 157 | 25 | 15 | 9.2 |
19 | e13 | 128 | 28 | e12 | 13 | 36 | e32 | 43 | 133 | 24 | 16 | 8.9 |
20 | e14 | 102 | 25 | e12 | 17 | 35 | e39 | 38 | 110 | 24 | 14 | 7.8 |
21 | e16 | 72 | 29 | e12 | 30 | 33 | e43 | 38 | 102 | 28 | 13 | 8.1 |
22 | e17 | 52 | 24 | 12 | 42 | 29 | e35 | 112 | 118 | 30 | 11 | 8.0 |
23 | e20 | 43 | 23 | e12 | 49 | 29 | e30 | 177 | 104 | 27 | 11 | 8.6 |
24 | e24 | 46 | 21 | e12 | 68 | 33 | e26 | 131 | 89 | 23 | 11 | 8.7 |
25 | e31 | 42 | 18 | e12.5 | 58 | 57 | e38 | 95 | 79 | 21 | 13 | 9.1 |
26 | e30 | 38 | 20 | 13 | 49 | 90 | e40 | 74 | 70 | 20 | 15 | 7.9 |
27 | e27 | 34 | 20 | 13 | 42 | 167 | e36 | 58 | 61 | 18 | 24 | 7.8 |
28 | e23 | 30 | 20 | 13 | 32 | 165 | e46 | 46 | 58 | 17 | 31 | 8.0 |
29 | e23 | 27 | 25 | 13 | 32 | 262 | 44 | 37 | 53 | 16 | 38 | 8.9 |
30 | e25 | 25 | 26 | 13 | --- | 300 | 24 | 96 | 50 | 17 | 29 | 8.0 |
31 | e23 | --- | 22 | 12 | --- | 279 | --- | 440 | --- | 17 | 23 | --- |
TOTAL | 486.7 | 1194.3 | 1320 | 445.0 | 648 | 2712 | 1715 | 1979 | 7426 | 1000 | 566 | 335.6 |
MEAN | 15.7 | 39.8 | 42.6 | 14.4 | 22.3 | 87.5 | 57.2 | 63.8 | 248 | 32.3 | 18.3 | 11.2 |
MAX | 31 | 128 | 217 | 24 | 68 | 300 | 221 | 440 | 1030 | 63 | 38 | 27 |
MIN | 4.6 | 7.2 | 18 | 12 | 12 | 29 | 24 | 16 | 50 | 16 | 11 | 7.8 |
CFSM | 0.22 | 0.57 | 0.61 | 0.20 | 0.32 | 1.25 | 0.81 | 0.91 | 3.53 | 0.46 | 0.26 | 0.16 |
IN. | 0.26 | 0.63 | 0.70 | 0.24 | 0.34 | 1.44 | 0.91 | 1.05 | 3.94 | 0.53 | 0.30 | 0.18 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1961 - 2004, BY WATER YEAR (WY) | ||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
MEAN | 30.6 | 41.8 | 45.7 | 42.8 | 61.0 | 84.5 | 86.9 | 77.5 | 68.0 | 45.7 | 28.3 | 30.6 |
MAX | 126 | 175 | 217 | 146 | 202 | 360 | 249 | 221 | 248 | 381 | 172 | 131 |
(WY) | 1973 | 1986 | 1983 | 1993 | 1997 | 1979 | 1979 | 1974 | 2004 | 1996 | 1987 | 1987 |
MIN | 5.42 | 7.44 | 4.16 | 4.25 | 5.46 | 18.1 | 27.2 | 16.7 | 14.3 | 8.43 | 4.21 | 2.95 |
(WY) | 1964 | 1964 | 1964 | 1977 | 1963 | 2003 | 1963 | 1989 | 1977 | 1961 | 1991 | 2003 |
SUMMARY STATISTICS | FOR 2003 CALENDAR YEAR | FOR 2004 WATER YEAR | WATER YEARS 1961 - 2004 | |||
---|---|---|---|---|---|---|
ANNUAL TOTAL | 11110.5 | 19827.6 | ||||
ANNUAL MEAN | 30.4 | 54.2 | 53.5 | |||
HIGHEST ANNUAL MEAN | 97.8 | 1993 | ||||
LOWEST ANNUAL MEAN | 16.7 | 1977 | ||||
HIGHEST DAILY MEAN | 298 | May 10 | 1030 | Jun 13 | 3460 | Jul 19 1996 |
LOWEST DAILY MEAN | 1.3 | Sep 20 | 4.6 | Oct 1 | 1.3 | Sep 20 2003 |
ANNUAL SEVEN-DAY MINIMUM | 1.7 | Sep 17 | 6.2 | Oct 7 | 1.7 | Sep 17 2003 |
MAXIMUM PEAK FLOW | 1130 | Jun 13 | 5510 A | Jul 18 1996 | ||
MAXIMUM PEAK STAGE | 7.85 | Jun 13 | 13.16 B | Jul 18 1996 | ||
INSTANTANEOUS LOW FLOW | 3.7 | Oct 1 | 0.10 C | Dec 7 1962 | ||
ANNUAL RUNOFF (CFSM) | 0.434 | 0.772 | 0.763 | |||
ANNUAL RUNOFF (INCHES) | 5.89 | 10.51 | 10.36 | |||
10 PERCENT EXCEEDS | 64 | 104 | 110 | |||
50 PERCENT EXCEEDS | 18 | 26 | 31 | |||
90 PERCENT EXCEEDS | 4.9 | 10 | 9.9 |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |