|
LOCATION.-- Lat 38°56'13", long 88°57'10" (NAD of 1927), in NW1/4NW1/4 sec.26, T.6 N., R.2 E., Fayette County, Hydrologic Unit 07140202, on left bank at downstream side of county bridge, about 4 mi south of Brownstown, 4.3 mi above Little Hickory Creek, and at mile 12.0. |
|
|
DRAINAGE AREA.-- 44.2 mi2. |
|
|
PERIOD OF RECORD.-- |
|
|
SURFACE-WATER DISCHARGE AND STAGE |
|
|
DISCHARGE: October 1988 to current year. |
|
|
STAGE: Water years 1994 to current year. |
|
|
REVISED RECORDS.-- WDR IL-93-1: 1989(M), WDR IL-95-1: 1994 (P). |
|
|
GAGE.-- Water-stage recorder, U.S. Army Corps of Engineers satellite telemeter, and crest-stage gage. Datum of gage is 493.37 ft above NGVD of 1929 (levels by U.S. Army Corps of Engineers) (492.96 ft NAVD 1988). |
|
|
EXTREMES FOR PERIOD OF RECORD.-- |
|
|
SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 6,250 ft3/s, Nov. 14, 1993, gage height, 16.43 ft; maximum gage height, 16.48 ft, discharge, 6,100 ft3/s, May 8, 2003; no flow for many days in most years. |
|
|
REMARKS FOR CURRENT YEAR.-- Records fair except those for the period of Jan. 6 to Apr. 12 and those for estimated daily discharges, which are poor. |
|
| Discharge, cubic feet per second, WATER YEAR OCTOBER 2004 TO SEPTEMBER 2005 DAILY MEAN VALUES |
||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
| 1 | 0.00 | 16 | 311 | 12 | 14 | 11 | 12 | 5.5 | 1.4 | 0.00 | 0.00 | 0.00 |
| 2 | 0.00 | 119 | 50 | 43 | 14 | 9.0 | 12 | 4.4 | 1.4 | 0.00 | 0.00 | 0.00 |
| 3 | 0.00 | 22 | 19 | 1730 | 14 | 9.0 | 10 | 3.8 | 1.4 | 0.00 | 0.00 | 0.00 |
| 4 | 0.00 | 18 | 12 | 518 | 18 | 9.1 | 9.4 | 3.6 | 1.2 | 0.00 | 0.00 | 0.00 |
| 5 | 0.00 | 8.6 | 8.9 | 2400 | 28 | 8.5 | 8.4 | 3.4 | 0.99 | 0.00 | 0.00 | 0.00 |
| 6 | 0.00 | 4.2 | 67 | 702 | 31 | 7.9 | 8.5 | 3.2 | 0.98 | 0.00 | 0.00 | 0.00 |
| 7 | 0.00 | 2.9 | 649 | 130 | 179 | 8.4 | 9.0 | 3.1 | 0.83 | 0.00 | 0.00 | 0.00 |
| 8 | 0.00 | 2.4 | 80 | 86 | 272 | 7.4 | 7.2 | 2.8 | 0.80 | 0.00 | 0.00 | 0.00 |
| 9 | 0.00 | 2.0 | 29 | 131 | 181 | 6.7 | 6.4 | 2.7 | 0.86 | 0.00 | 0.00 | 0.00 |
| 10 | 0.00 | 1.8 | 18 | 188 | 74 | 6.8 | 6.2 | 2.7 | 0.86 | 0.00 | 0.00 | 0.00 |
| 11 | 0.00 | 119 | 13 | 235 | 32 | 7.0 | 6.8 | 2.6 | 0.89 | 0.00 | 0.00 | 0.00 |
| 12 | 0.00 | 110 | 11 | 153 | 28 | 8.0 | 70 | 3.3 | 0.85 | 0.00 | 0.00 | 0.00 |
| 13 | 0.00 | 15 | 8.1 | 1420 | 304 | 6.8 | 68 | 2.7 | 0.87 | 0.00 | 0.00 | 0.00 |
| 14 | 0.00 | 6.3 | 6.2 | 226 | 414 | 6.1 | 26 | 3.3 | 1.5 | 0.00 | 0.00 | 0.00 |
| 15 | 0.00 | 4.0 | 5.3 | 61 | 79 | 5.9 | 17 | 3.2 | 1.8 | 0.00 | 0.00 | 0.00 |
| 16 | 0.00 | 3.3 | e4.5 | 36 | 40 | 6.0 | 13 | 2.4 | 1.1 | 0.00 | 1.1 | 0.00 |
| 17 | 0.00 | 3.0 | e4.1 | 25 | 26 | 6.0 | 11 | 2.0 | 0.79 | 0.00 | 1.6 | 0.00 |
| 18 | 142 | 3.0 | e3.7 | 19 | 19 | 5.9 | 9.5 | 1.9 | 0.60 | 0.00 | 0.79 | 0.00 |
| 19 | 79 | 25 | e3.4 | e15 | 16 | 5.8 | 7.8 | 2.0 | 0.54 | 0.00 | 0.55 | 0.00 |
| 20 | 8.8 | 17 | e3.2 | e13 | 19 | 5.5 | 6.4 | 2.0 | 0.55 | 0.00 | 1.7 | 0.00 |
| 21 | 3.3 | 7.2 | e3.0 | e12 | 18 | 5.4 | 5.4 | 2.0 | 0.49 | 0.00 | 0.73 | 0.00 |
| 22 | 2.3 | 11 | e2.8 | e11 | 15 | 12 | 7.8 | 1.9 | 0.39 | 0.00 | 0.42 | 0.00 |
| 23 | 2.2 | 13 | e2.6 | e10 | 13 | 97 | 6.4 | 1.6 | 0.35 | 0.00 | 0.26 | 0.00 |
| 24 | 4.4 | 223 | e2.4 | e9.5 | 14 | 35 | 5.0 | 1.5 | 0.30 | 0.00 | 0.10 | 0.00 |
| 25 | 2.5 | 171 | e2.3 | e9.2 | 13 | 78 | 4.6 | 1.7 | 0.22 | 0.00 | 0.00 | 0.00 |
| 26 | 2.4 | 27 | e2.2 | e9.0 | 12 | 52 | 6.9 | 1.7 | 0.12 | 0.00 | 0.00 | 1.9 |
| 27 | 11 | 24 | e2.1 | e8.8 | 11 | 26 | 6.2 | 1.6 | 0.03 | 0.00 | 0.00 | 1.7 |
| 28 | 4.1 | 79 | e2.1 | 9.0 | 12 | 19 | 5.0 | 1.4 | 0.00 | 0.00 | 0.00 | 0.87 |
| 29 | 2.6 | 24 | e2.3 | 11 | --- | 14 | 6.4 | 1.4 | 0.00 | 0.00 | 0.00 | 3.4 |
| 30 | 5.4 | 184 | e3.4 | 14 | --- | 12 | 8.7 | 1.7 | 0.00 | 0.00 | 0.00 | 1.6 |
| 31 | 4.4 | --- | e5.0 | 14 | --- | 17 | --- | 1.6 | --- | 0.00 | 0.00 | --- |
| TOTAL | 274.40 | 1265.7 | 1336.6 | 8260.5 | 1910 | 514.2 | 387.0 | 78.7 | 22.11 | 0.00 | 7.25 | 9.47 |
| MEAN | 8.85 | 42.2 | 43.1 | 266 | 68.2 | 16.6 | 12.9 | 2.54 | 0.74 | 0.00 | 0.23 | 0.32 |
| MAX | 142 | 223 | 649 | 2400 | 414 | 97 | 70 | 5.5 | 1.8 | 0.00 | 1.7 | 3.4 |
| MIN | 0.00 | 1.8 | 2.1 | 8.8 | 11 | 5.4 | 4.6 | 1.4 | 0.00 | 0.00 | 0.00 | 0.00 |
| CFSM | 0.20 | 0.95 | 0.98 | 6.03 | 1.54 | 0.38 | 0.29 | 0.06 | 0.02 | 0.00 | 0.01 | 0.01 |
| IN. | 0.23 | 1.07 | 1.12 | 6.95 | 1.61 | 0.43 | 0.33 | 0.07 | 0.02 | 0.00 | 0.01 | 0.01 |
| e Estimated |
| STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1989 - 2005, BY WATER YEAR (WY) | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MEAN | 4.74 | 31.6 | 28.2 | 73.0 | 52.4 | 61.6 | 67.1 | 91.8 | 26.5 | 13.2 | 7.94 | 15.5 |
| MAX | 18.3 | 232 | 208 | 266 | 151 | 134 | 224 | 365 | 93.7 | 95.1 | 46.1 | 135 |
| (WY) | 1994 | 1994 | 1991 | 2005 | 1997 | 1991 | 1994 | 1995 | 2000 | 1993 | 2000 | 1993 |
| MIN | 0.00 | 0.00 | 0.10 | 0.19 | 3.49 | 10.8 | 6.77 | 2.00 | 0.28 | 0.00 | 0.00 | 0.00 |
| (WY) | 1989 | 1998 | 1998 | 2000 | 1996 | 2001 | 2004 | 2001 | 1992 | 2005 | 1996 | 1990 |
| SUMMARY STATISTICS | FOR 2004 CALENDAR YEAR | FOR 2005 WATER YEAR | WATER YEARS 1989 - 2005 | |||
|---|---|---|---|---|---|---|
| ANNUAL TOTAL | 13734.18 | 14065.93 | ||||
| ANNUAL MEAN | 37.5 | 38.5 | 39.4 | |||
| HIGHEST ANNUAL MEAN | 64.1 | 1993 | ||||
| LOWEST ANNUAL MEAN | 19.0 | 1992 | ||||
| HIGHEST DAILY MEAN | 1770 | Jan 4 | 2400 | Jan 5 | 4080 | May 18 1995 |
| LOWEST DAILY MEAN | 0.00 | Many days | 0.00 | Many days | 0.00 | A |
| ANNUAL SEVEN-DAY MINIMUM | 0.00 | Aug 11 | 0.00 | Oct 1 | 0.00 | Oct 1 1988 |
| MAXIMUM PEAK FLOW | 3010 | Jan 5 | 6250 B | Nov 14 1993 | ||
| MAXIMUM PEAK STAGE | 15.11 | Jan 5 | 16.48 C | May 8 2003 | ||
| ANNUAL RUNOFF (CFSM) | 0.849 | 0.872 | 0.891 | |||
| ANNUAL RUNOFF (INCHES) | 11.56 | 11.84 | 12.11 | |||
| 10 PERCENT EXCEEDS | 58 | 63 | 64 | |||
| 50 PERCENT EXCEEDS | 5.4 | 3.2 | 3.5 | |||
| 90 PERCENT EXCEEDS | 0.01 | 0.00 | 0.00 | |||
|
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |