05592800 DATA: Discharge Tables, 1998

Station list Available data
KASKASKIA RIVER BASIN

05592800 HURRICANE CREEK NEAR MULBERRY GROVE, IL

LOCATION.--Lat 38°55'21", long 89°14'14", 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.--October 1970 to current year.

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

GAGE.--Water-stage recorder 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.

REMARKS.--Records good except those for estimated daily discharges, which are poor. U.S. Army Corps of Engineers satellite telemeter at station.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1997 TO SEPTEMBER 1998 DAILY MEAN VALUES
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP

1	.65	e.70	32	e7.2	30	78	333	104	33	66	45	14
2	.63	e.70	8.2	e8.0	29	60	125	164	31	36	28	14
3	.59	e.74	4.5	e9.0	26	53	208	390	28	29	22	10
4	.40	e.85	3.9	11	24	51	816	316	38	25	24	8.2
5	.41	e1.0	3.9	15	23	59	182	116	180	23	1150	6.8

6	.48	e3.0	2.7	88	23	55	111	82	70	21	648	6.2
7	.40	6.8	2.3	55	22	47	91	125	42	344	159	6.1
8	.43	5.8	e1.9	768	21	521	81	249	165	500	88	5.6
9	.29	4.8	e2.2	729	20	1010	70	95	732	67	60	5.1
10	.39	3.4	e2.5	104	20	330	64	64	197	265	46	5.0

11	1.2	3.4	e2.0	60	25	103	57	52	122	1580	38	4.9
12	1.2	2.6	e1.8	46	40	69	52	46	794	190	33	4.8
13	1.2	2.6	e1.5	39	38	72	52	43	922	67	28	4.8
14	2.1	3.6	e1.3	34	29	77	81	47	1030	49	26	4.8
15	2.2	3.2	e1.2	54	25	71	819	38	2720	42	24	8.3

16	2.4	3.3	e1.1	48	35	60	4400	35	1160	39	21	6.4
17	1.9	3.8	e1.0	37	474	410	742	31	1590	35	20	7.7
18	1.5	4.4	e.90	e30	854	1740	152	29	153	32	19	8.3
19	e1.1	4.2	e.80	e25	163	400	117	27	141	30	21	7.6
20	e.80	e3.5	e.75	e23	97	4320	97	26	90	27	19	6.8

21	e.70	e2.7	e.90	e24	78	3800	87	26	227	24	15	6.1
22	e.58	e2.2	e3.5	26	63	344	78	1190	117	93	14	5.6
23	e.50	e1.8	e20	27	55	154	71	2200	147	780	13	5.4
24	e1.1	e1.5	e16	27	49	115	64	204	62	109	12	5.0
25	e2.0	e1.3	67	26	43	98	59	103	48	49	11	431

26	e1.4	e1.1	42	27	42	88	57	92	39	34	9.9	105
27	e1.1	e1.0	22	52	281	92	50	64	34	30	8.9	29
28	e1.0	e.90	12	70	130	1680	48	53	30	26	8.7	15
29	e.90	e1.0	e8.5	57	---	1660	112	45	32	22	9.1	10
30	e.84	e15	e7.0	45	---	163	116	41	237	e350	8.3	8.5

31	e.76	---	e6.5	34	---	140	---	37	---	e130	9.6	---

TOTAL	31.15	90.89	281.85	2605.2	2759	17920	9392	6134	11211	5114	2638.5	766.0
MEAN	1.00	3.03	9.09	84.0	98.5	578	313	198	374	165	85.1	25.5
MAX	2.4	15	67	768	854	4320	4400	2200	2720	1580	1150	431
MIN	.29	.70	.75	7.2	20	47	48	26	28	21	8.3	4.8
CFSM	.01	.02	.06	.55	.65	3.80	2.06	1.30	2.46	1.09	.56	.17
IN.	.01	.02	.07	.64	.68	4.39	2.30	1.50	2.74	1.25	.65	.19

e Estimated

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1971 - 1998, BY WATER YEAR (WY)
MEAN	28.1	118	214	144	228	286	240	186	109	68.7	27.8	41.5
MAX	276	666	1443	617	775	1024	825	1058	429	305	113	444
(WY)	1987	1986	1983	1974	1985	1978	1994	1990	1973	1982	1979	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 1997 CALENDAR YEAR		FOR 1998 WATER YEAR		WATER YEARS 1971 - 1998
ANNUAL TOTAL	31735.22		58943.59
ANNUAL MEAN	86.9		161		140
HIGHEST ANNUAL MEAN					254	1984
LOWEST ANNUAL MEAN					28.9	1992
HIGHEST DAILY MEAN	5990	Feb 27	4400	Apr 16	13800	Dec 25 1982
LOWEST DAILY MEAN	.29	Oct 9	.29	Oct 9	.00	A
ANNUAL SEVEN-DAY MINIMUM	.40	Oct 4	.40	Oct 4	.00	Aug 12 1988
INSTANTANEOUS PEAK FLOW			6850	Mar 20	17900 B	Dec 25 1982
INSTANTANEOUS PEAK STAGE			18.12	Mar 20	20.91 C	May 26 1990
INSTANTANEOUS LOW FLOW			.24	Oct 9
ANNUAL RUNOFF (CFSM)	.57		1.06		.92
ANNUAL RUNOFF (INCHES)	7.77		14.43		12.55
10 PERCENT EXCEEDS	142		337		200
50 PERCENT EXCEEDS	17		31		22
90 PERCENT EXCEEDS	1.1		1.2		2.3

A - Many days in 1987-88, 1991.
B - Gage height, 19.99 ft.
C - Discharge, 15,100 ft³/s.