05592800 DATA: Discharge Tables, 2001

Station list Available data
KASKASKIA RIVER BASIN

05592800 HURRICANE CREEK NEAR MULBERRY GROVE, IL

LOCATION.-- Lat 38°55'21", long 89°14'12", in NW1/4SE1/4 sec.31, T.6 N., R.1 W., Fayette County, Hydrologic Unit 07140202, on left bank at downstream side of bridge on State Highway 140, 300 ft downstream from railroad bridge, 1 mi east of Mulberry Grove, and at mile 14.1.

DRAINAGE AREA.-- 152 mi².

PERIOD OF RECORD.--
SURFACE-WATER DISCHARGE AND STAGE

DISCHARGE: October 1970 to current year.

STAGE: Water years 1994-2001.

SURFACE-WATER QUALITY

CHEMICAL: Water years 1978-91.

REVISED RECORDS.-- WDR IL-91-1: 1983(P).

GAGE.-- Water-stage recorder, U.S. Army Corps of Engineers satellite telemeter, and crest-stage gage. Datum of gage is 467.00 ft above sea level. Prior to Oct. 1, 1975, at same site at datum 0.30 ft lower.

EXTREMES FOR PERIOD OF RECORD.--
SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 17,900 ft³/s, Dec. 25, 1982, gage height, 19.99 ft; maximum gage height, 20.91 ft, May 26, 1990, discharge, 15,100 ft³/s; no flow for many days in 1987-88, 1991.

REMARKS FOR CURRENT YEAR.-- Records good except those for Nov. 27 to Dec. 13, and those for estimated daily discharges, which are poor.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 2000 TO SEPTEMBER 2001 DAILY MEAN VALUES
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP

1	29	16	74	e30	230	94	42	19	554	13	4.3	3.1
2	25	15	72	e30	161	89	40	23	95	34	3.8	3.8
3	22	16	67	e32	124	83	44	16	58	23	4.3	3.1
4	21	15	62	e35	110	77	44	15	814	14	5.0	2.3
5	825	14	63	e40	103	69	39	14	1250	12	4.4	2.5

6	1940	24	54	e42	97	63	39	19	2490	9.9	3.6	1.9
7	184	500	56	e40	102	61	39	26	646	8.6	3.1	1.7
8	63	138	54	e38	143	59	37	20	121	8.1	2.9	1.7
9	47	269	52	e35	1710	57	40	15	86	9.4	2.8	27
10	40	688	49	e34	2570	53	178	13	69	18	2.6	54

11	35	168	67	e35	244	51	565	11	58	e14	2.5	16
12	31	105	171	e40	149	52	125	11	50	e9.5	2.5	6.4
13	28	378	128	e50	132	61	72	9.8	44	6.9	2.4	3.7
14	25	229	e95	e200	273	53	57	10	38	6.8	2.1	2.6
15	24	119	e75	754	272	50	55	10	37	6.2	1.9	2.1

16	28	94	e60	437	146	182	49	9.2	41	6.0	2.1	1.8
17	33	80	e54	241	104	142	41	8.3	33	6.1	2.0	1.7
18	43	70	e48	160	85	83	36	115	28	9.0	2.1	2.8
19	31	66	e46	147	86	69	36	66	25	14	2.4	21
20	25	62	e43	98	82	63	34	27	23	12	2.5	26

21	23	56	e40	e85	75	62	33	69	24	12	2.6	10
22	21	51	e38	e70	71	58	31	117	49	8.5	2.4	6.2
23	20	57	e36	e54	71	55	30	35	35	6.7	2.1	4.4
24	20	52	e35	e50	87	52	29	28	23	15	7.0	3.3
25	19	355	e35	e55	1590	48	25	27	20	28	14	2.6

26	19	755	e37	e65	702	45	25	27	17	17	85	2.2
27	19	188	e40	e45	137	44	24	29	16	9.3	54	2.0
28	18	113	e40	e37	109	46	23	22	15	7.4	15	2.0
29	17	95	e38	184	---	45	20	17	14	6.6	6.7	2.0
30	16	83	e35	1780	---	42	18	16	13	5.9	4.2	2.0

31	16	---	e32	979	---	42	---	574	---	5.2	3.2	---

TOTAL	3707	4871	1796	5922	9765	2050	1870	1418.3	6786	362.1	255.5	221.9
MEAN	120	162	57.9	191	349	66.1	62.3	45.8	226	11.7	8.24	7.40
MAX	1940	755	171	1780	2570	182	565	574	2490	34	85	54
MIN	16	14	32	30	71	42	18	8.3	13	5.2	1.9	1.7
CFSM	.79	1.07	.38	1.26	2.29	.44	.41	.30	1.49	.08	.05	.05
IN.	.91	1.19	.44	1.45	2.39	.50	.46	.35	1.66	.09	.06	.05

e Estimated

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1971 - 2001, BY WATER YEAR (WY)
MEAN	29.8	114	196	150	237	265	224	179	122	66.8	30.8	39.9
MAX	276	666	1443	617	775	1024	825	1058	429	305	162	444
(WY)	1987	1986	1983	1974	1985	1978	1994	1990	1973	1982	2000	1993
MIN	.42	1.93	3.44	1.94	16.4	20.4	20.9	10.9	2.63	2.46	.43	.056
(WY)	1989	1972	1990	1977	1978	1981	1986	1988	1988	1988	1988	1988

SUMMARY STATISTICS	FOR 2000 CALENDAR YEAR		FOR 2001 WATER YEAR		WATER YEARS 1971 - 2001
ANNUAL TOTAL	37270.8		39024.8
ANNUAL MEAN	102		107		137
HIGHEST ANNUAL MEAN					254	1984
LOWEST ANNUAL MEAN					28.9	1992
HIGHEST DAILY MEAN	2710	Jun 25	2570	Feb 10	13800	Dec 25 1982
LOWEST DAILY MEAN	4.8 A	Jan 27,28	1.7	Sep 7,8,17	.00	B
ANNUAL SEVEN-DAY MINIMUM	5.0	Jan 23	2.1	Aug 13	.00	Aug 12 1988
MAXIMUM PEAK FLOW			3670	Feb 9	17900 C	Dec 25 1982
MAXIMUM PEAK STAGE			16.22	Feb 9	20.91 D	May 26 1990
INSTANTANEOUS LOW FLOW			1.6	Sep 7,8,18
ANNUAL RUNOFF (CFSM)	.67		.70		.90
ANNUAL RUNOFF (INCHES)	9.12		9.55		12.27
10 PERCENT EXCEEDS	139		169		200
50 PERCENT EXCEEDS	29		36		23
90 PERCENT EXCEEDS	9.1		3.3		2.4

	A - Estimated, but may have been less during periods of estimated discharges in Jan. and Feb.
	B - Many days in 1987-88, 1991.
	C - Gage height, 19.99 ft.
	D - Discharge, 15,100 ft³/s.