LOCATION.-- Lat 42°20'59", long 88°05'18" (NAD of 1983), in SW1/4NE1/4 sec.29, T.45 N., R.10 E., Lake County, Hydrologic Unit 07120006, on left bank at upstream side of bridge on MacGillis Road at Round Lake, and at mile 7.5. |
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DRAINAGE AREA.-- 17.2 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1989 to current year. |
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STAGE: Water years 1994 to current year. |
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GAGE.-- Water-stage recorder, phone telemeter, and crest-stage gage. Datum of gage is 764.94 ft above NGVD of 1929 (764.71 ft NAVD 1988). |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 312 ft3/s, July 18, 1993, from rating curve extended above 120 ft3/s on basis of slope-area measurement of peak flow, gage height, 6.42 ft; no flow at times in 1991, 1994, 1998 and 2005. |
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REMARKS FOR CURRENT YEAR.-- Records good except those for estimated daily discharges, which are poor. |
Discharge, cubic feet per second, WATER YEAR OCTOBER 2004 TO SEPTEMBER 2005 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 0.52 | 2.8 | 5.1 | 3.6 | e2.3 | 17 | 20 | 4.5 | 2.6 | 0.27 | 0.22 | 0.12 |
2 | 0.61 | 3.5 | 4.3 | 4.2 | e2.2 | 15 | 43 | 4.5 | 2.5 | 0.21 | 0.15 | 0.08 |
3 | 0.34 | 3.0 | 3.7 | 4.0 | e3.2 | 14 | 34 | 4.3 | 2.4 | 0.22 | 0.14 | 0.08 |
4 | 0.44 | 3.5 | 3.5 | 3.6 | e7.0 | 13 | 28 | 4.2 | 2.8 | 1.1 | 0.10 | 0.05 |
5 | 1.5 | 3.5 | 3.6 | 3.5 | 11 | 14 | 24 | 3.9 | 2.8 | 2.5 | 0.06 | 0.08 |
6 | 1.7 | 3.2 | 6.0 | e3.4 | 20 | 19 | 21 | 3.4 | 2.5 | 2.9 | 0.05 | 0.07 |
7 | 1.3 | 2.8 | 17 | e3.3 | 42 | 24 | 19 | 3.4 | 2.1 | 1.6 | 0.08 | 0.10 |
8 | 1.2 | 2.6 | 24 | e3.2 | 44 | 24 | 17 | 3.2 | 1.9 | 1.1 | 0.05 | 0.10 |
9 | 0.70 | 2.4 | 16 | 3.2 | 35 | 22 | 15 | 3.6 | 1.8 | 0.66 | 0.08 | 0.09 |
10 | 0.57 | 2.1 | 12 | 3.1 | 27 | 19 | 13 | 3.8 | 1.8 | 0.52 | 0.13 | 0.11 |
11 | 0.53 | 1.8 | 10 | 3.5 | 22 | 18 | 12 | 6.4 | 1.8 | 0.37 | 1.7 | 0.06 |
12 | 0.49 | 1.8 | 9.4 | 20 | 21 | 17 | 13 | 9.8 | 1.7 | 0.31 | 3.7 | 0.00 |
13 | 0.47 | 1.8 | 7.2 | 86 | 25 | 15 | 16 | 16 | 1.6 | 0.26 | 1.1 | 0.00 |
14 | 0.49 | 1.9 | 5.9 | 28 | 65 | 13 | 15 | 19 | 1.3 | 0.29 | 0.69 | 0.34 |
15 | 0.70 | 1.8 | 4.4 | e15 | 66 | 12 | 13 | 14 | 1.2 | 0.27 | 0.41 | 0.13 |
16 | 0.64 | 2.1 | 3.7 | e13 | 50 | 12 | 12 | 11 | 1.0 | 0.19 | 0.42 | 0.61 |
17 | 0.55 | 2.2 | 3.3 | e9.8 | 32 | 13 | 11 | 8.1 | 0.69 | 0.21 | 0.22 | 0.45 |
18 | 0.54 | 2.2 | 3.1 | e8.0 | 23 | 14 | 9.6 | 7.7 | 0.62 | 0.15 | 2.7 | 0.31 |
19 | 0.56 | 3.3 | e2.9 | e6.5 | 25 | 19 | 8.3 | 12 | 0.61 | 0.06 | 2.7 | 1.5 |
20 | 0.60 | 3.6 | e2.8 | e5.4 | 24 | 19 | 7.7 | 22 | 0.53 | 2.5 | 3.3 | 0.87 |
21 | 0.61 | 3.3 | e2.7 | e4.6 | 22 | 17 | 7.0 | 18 | 0.45 | 1.9 | 2.3 | 0.47 |
22 | 0.58 | 3.0 | 2.6 | e4.2 | 21 | 16 | 7.0 | 13 | 0.36 | 1.0 | 1.6 | 1.7 |
23 | 2.1 | 2.9 | e2.6 | e4.0 | 20 | 15 | 7.8 | 9.4 | 0.38 | 0.82 | 1.1 | 1.1 |
24 | 1.6 | 2.8 | e2.5 | e4.0 | 19 | 14 | 8.2 | 7.3 | 0.33 | 0.93 | 0.69 | 1.2 |
25 | 1.3 | 3.1 | e2.5 | e3.9 | 18 | 15 | 7.3 | 6.5 | 0.24 | 0.46 | 0.46 | 1.9 |
26 | 1.1 | 3.1 | e2.4 | e3.6 | 16 | 14 | 6.7 | 5.5 | 0.28 | 0.99 | 0.39 | 2.9 |
27 | 1.3 | 4.8 | e2.4 | e3.3 | 16 | 14 | 6.2 | 4.6 | 0.43 | 0.87 | 0.38 | 1.9 |
28 | 1.3 | 6.1 | e2.4 | e3.0 | 19 | 13 | 5.6 | 3.8 | 0.36 | 0.73 | 0.22 | 1.7 |
29 | 1.9 | 5.2 | e2.4 | e2.9 | --- | 13 | 5.2 | 3.3 | 0.32 | 0.53 | 0.20 | 1.5 |
30 | 1.9 | 4.3 | e2.4 | e2.6 | --- | 16 | 4.7 | 3.1 | 0.25 | 0.38 | 0.20 | 1.2 |
31 | 1.8 | --- | e2.9 | e2.4 | --- | 18 | --- | 2.8 | --- | 0.34 | 0.14 | --- |
TOTAL | 29.94 | 90.5 | 175.7 | 268.8 | 697.7 | 498 | 417.3 | 242.1 | 37.65 | 24.64 | 25.68 | 20.72 |
MEAN | 0.97 | 3.02 | 5.67 | 8.67 | 24.9 | 16.1 | 13.9 | 7.81 | 1.25 | 0.79 | 0.83 | 0.69 |
MAX | 2.1 | 6.1 | 24 | 86 | 66 | 24 | 43 | 22 | 2.8 | 2.9 | 3.7 | 2.9 |
MIN | 0.34 | 1.8 | 2.4 | 2.4 | 2.2 | 12 | 4.7 | 2.8 | 0.24 | 0.06 | 0.05 | 0.00 |
CFSM | 0.06 | 0.18 | 0.33 | 0.51 | 1.47 | 0.94 | 0.82 | 0.46 | 0.07 | 0.05 | 0.05 | 0.04 |
IN. | 0.07 | 0.20 | 0.38 | 0.59 | 1.53 | 1.09 | 0.91 | 0.53 | 0.08 | 0.05 | 0.06 | 0.05 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1990 - 2005, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 5.94 | 11.2 | 10.2 | 12.2 | 22.3 | 25.1 | 28.6 | 27.8 | 18.3 | 9.42 | 2.38 | 2.91 |
MAX | 52.5 | 33.6 | 26.6 | 40.2 | 55.4 | 45.8 | 79.4 | 99.6 | 74.4 | 54.0 | 7.60 | 12.9 |
(WY) | 2002 | 1993 | 1992 | 1999 | 2001 | 1990 | 1993 | 1996 | 1996 | 1993 | 1990 | 1992 |
MIN | 0.40 | 0.92 | 0.98 | 0.74 | 0.45 | 2.12 | 7.76 | 3.36 | 0.76 | 0.44 | 0.19 | 0.11 |
(WY) | 1995 | 2003 | 1990 | 2003 | 2003 | 2003 | 2003 | 1994 | 1992 | 1991 | 1991 | 1994 |
SUMMARY STATISTICS | FOR 2004 CALENDAR YEAR | FOR 2005 WATER YEAR | WATER YEARS 1990 - 2005 | |||
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ANNUAL TOTAL | 5841.18 | 2528.73 | ||||
ANNUAL MEAN | 16.0 | 6.93 | 14.6 | |||
HIGHEST ANNUAL MEAN | 27.6 | 1993 | ||||
LOWEST ANNUAL MEAN | 5.61 | 2003 | ||||
HIGHEST DAILY MEAN | 183 | May 23 | 86 | Jan 13 | 284 | May 21 1996 |
LOWEST DAILY MEAN | 0.27 | Aug 23 | 0.00 | Sep 12,13 | 0.00 | A |
ANNUAL SEVEN-DAY MINIMUM | 0.40 | Sep 27 | 0.07 | Sep 7 | 0.00 | Sep 10 1994 |
MAXIMUM PEAK FLOW | 102 | Jan 13 | 312 B | Jul 18 1993 | ||
MAXIMUM PEAK STAGE | 3.64 | Jan 13 | 6.42 | Jul 18 1993 | ||
ANNUAL RUNOFF (CFSM) | 0.939 | 0.408 | 0.861 | |||
ANNUAL RUNOFF (INCHES) | 12.78 | 5.53 | 11.70 | |||
10 PERCENT EXCEEDS | 48 | 19 | 36 | |||
50 PERCENT EXCEEDS | 3.9 | 2.9 | 5.7 | |||
90 PERCENT EXCEEDS | 0.61 | 0.25 | 0.54 |
B - From rating curve extended above 120 ft3/s on basis of slope-area measurement of peak flow. |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |