05592800 DATA: Discharge Tables, 1999

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 1998 TO SEPTEMBER 1999 DAILY MEAN VALUES
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP

1	7.5	13	22	e14	3640	129	39	51	299	109	9.4	2.2
2	6.9	21	22	e23	442	101	38	45	535	167	8.3	2.1
3	6.9	296	20	e28	205	97	46	41	104	40	8.0	2.1
4	7.0	92	19	e30	135	87	67	39	70	28	7.6	2.1
5	7.8	43	19	e32	104	81	51	166	151	22	7.0	1.9

6	69	30	20	e30	96	188	67	951	51	118	6.9	1.9
7	61	23	27	e27	5320	117	69	262	34	99	6.9	1.7
8	25	21	24	e25	3600	91	48	81	29	32	13	1.6
9	14	23	20	e23	319	315	240	56	27	232	9.0	1.5
10	11	361	18	e21	190	490	100	47	24	684	6.4	1.4

11	9.0	266	17	e23	279	183	85	42	276	83	5.3	1.4
12	8.3	64	17	e28	898	105	63	45	343	40	4.8	1.5
13	7.7	42	17	e40	200	85	49	994	1060	30	4.7	1.8
14	7.3	35	16	e60	140	76	46	299	2430	25	4.4	1.7
15	6.9	30	15	e85	125	66	684	90	224	23	4.4	1.8

16	6.8	27	16	e74	117	61	635	65	172	21	3.9	1.8
17	8.1	24	16	e280	113	58	235	52	54	20	3.7	1.6
18	29	22	16	1660	104	53	125	46	45	19	3.6	1.4
19	23	21	16	971	96	48	92	42	40	18	3.6	1.3
20	14	23	e16	463	90	47	78	35	36	16	3.6	1.4

21	11	21	e15	798	84	46	76	34	33	17	3.3	1.5
22	9.0	19	e15	2780	79	43	80	50	30	17	3.2	1.8
23	8.3	19	e14	2500	79	52	59	38	29	14	3.5	1.6
24	8.2	18	e14	966	84	55	54	33	34	21	9.9	1.5
25	8.5	18	e14	225	88	47	52	29	32	19	7.8	1.4

26	8.5	19	e14	141	86	42	87	26	28	14	4.7	1.3
27	8.5	19	e14	115	296	41	94	23	28	16	3.6	1.3
28	8.3	17	e13	99	341	41	237	22	25	15	3.2	1.7
29	8.8	18	e15	84	---	40	135	21	23	14	2.8	2.9
30	9.8	21	e16	76	---	38	68	20	21	13	2.6	2.3

31	23	---	e16	1990	---	37	---	55	---	11	2.5	---

TOTAL	448.1	1666	533	13711	17350	2960	3799	3800	6287	1997	171.6	51.5
MEAN	14.5	55.5	17.2	442	620	95.5	127	123	210	64.4	5.54	1.72
MAX	69	361	27	2780	5320	490	684	994	2430	684	13	2.9
MIN	6.8	13	13	14	79	37	38	20	21	11	2.5	1.3
CFSM	.10	.37	.11	2.91	4.08	.63	.83	.81	1.38	.42	.04	.01
IN.	.11	.41	.13	3.36	4.25	.72	.93	.93	1.54	.49	.04	.01

e Estimated

STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1971 - 1999, BY WATER YEAR (WY)
MEAN	27.6	116	207	154	241	280	236	184	112	68.5	27.0	40.2
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 1998 CALENDAR YEAR		FOR 1999 WATER YEAR		WATER YEARS 1971 - 1999
ANNUAL TOTAL	61186.8		52774.2
ANNUAL MEAN	168		145		140
HIGHEST ANNUAL MEAN					254	1984
LOWEST ANNUAL MEAN					28.9	1992
HIGHEST DAILY MEAN	4400	Apr 16	5320	Feb 7	13800	Dec 25 1982
LOWEST DAILY MEAN	4.8	Sep 12-14	1.3	Sep 19,26-27	.00	A
ANNUAL SEVEN-DAY MINIMUM	5.0	Sep 8	1.5	Sep 21	.00	Aug 12 1988
INSTANTANEOUS PEAK FLOW			9810	Feb 7	17900 B	Dec 25 1982
INSTANTANEOUS PEAK STAGE			19.33	Feb 7	20.91 C	May 26 1990
INSTANTANEOUS LOW FLOW			1.2	Sep 19,26-27
ANNUAL RUNOFF (CFSM)	1.10		.95		.92
ANNUAL RUNOFF (INCHES)	14.97		12.92		12.56
10 PERCENT EXCEEDS	344		249		202
50 PERCENT EXCEEDS	34		29		22
90 PERCENT EXCEEDS	8.3		3.4		2.3

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