Station list
Available data
ILLINOIS RIVER BASIN
05536995 CHICAGO SANITARY AND SHIP CANAL AT ROMEOVILLE, IL
LOCATION.--Lat 41°38'26", long 88°03'38", in SE1/4SW1/4 sec.35, T.37 N., R.10 E., Will County, Hydrologic Unit 07120004, on
left bank 40 ft upstream from bridge on Romeoville Road in Romeoville, 5.2 mi upstream from Lockport Lock and Dam, and at
mile 6.2.
DRAINAGE AREA.--739 mi2.
PERIOD OF RECORD.--October 1984 to current year.
REVISED RECORDS.--WDR IL-86-2: 1985. WDR IL-89-2: 1986. WDR IL-92-2: 1986-89.
GAGE.--Acoustical flowmeter. Datum of gage is 551.89 ft above sea level (U.S. Army Corps of Engineers bench mark).
REMARKS.--Records good except those for estimated daily discharges, which are fair. Estimated daily discharges determined from
a regression relation between present site and the previous site 5.2 mi downstream.
This gaging station provides flow data essential to determine Illinois' diversion of Lake Michigan water. A U.S. Supreme Court
Decree limits Illinois' diversion to an average of 3,200 ft3/s. Illinois' diversion includes water diverted from the lake for domestic
water supply, for navigation and water-quality improvement in the Chicago Sanitary and Ship Canal system, and the stormwater
runoff from a 673 mi2 diverted watershed area. Flows recorded at this station also include nondiversion flows. Gage-height
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 | 2601 | 2586 | 2019 | e1372 | 3242 | 2393 | 1861 | 4340 | 5008 | 3335 | 3647 | 2908
|
2 | 2672 | 2224 | 1651 | e1576 | 3588 | 2088 | 1768 | 3589 | 8652 | 3364 | 2817 | 2608
|
3 | 3319 | 1525 | 1604 | e1465 | 3423 | 2274 | 2050 | 2792 | 5277 | 2788 | 3013 | 2751
|
4 | 3204 | 1866 | 1675 | e1503 | e2663 | 2523 | 2198 | 2829 | 4260 | 2764 | 2932 | 3246
|
5 | 2592 | 2548 | 1886 | e1471 | 3078 | 2124 | 1995 | 2475 | 3098 | 2830 | 3130 | 2909
|
|
6 | 2894 | 1897 | 3377 | e1747 | 2668 | 2441 | 1892 | 3128 | 2747 | 2719 | 2739 | 2847
|
7 | 2817 | 1778 | 4277 | 1569 | 2643 | 2915 | 1746 | 2953 | 2554 | 2690 | 3199 | 3243
|
8 | 2148 | 1957 | 2875 | 1646 | 2328 | 2360 | 2451 | 2198 | 2801 | 2697 | 2872 | 2386
|
9 | 2592 | 2000 | 2564 | 1813 | 2147 | 2300 | 7942 | 2248 | 2596 | 2677 | 3033 | 2340
|
10 | 2308 | 4763 | 2313 | 1697 | 2190 | 2353 | 4840 | 1745 | 4003 | 2973 | 2445 | 2469
|
|
11 | 2530 | 3473 | 2154 | 1730 | 2993 | 2312 | 3880 | 2448 | 4985 | 2545 | 3249 | 2276
|
12 | 1970 | 2819 | 1749 | 1707 | 2214 | 2498 | 3769 | 4865 | 4451 | 2590 | 4051 | 2361
|
13 | 2080 | 2661 | 2080 | 1713 | 2377 | 2986 | 2999 | 3459 | e11680 | 2733 | 2828 | 2325
|
14 | 2100 | 2536 | 1785 | 1745 | 2352 | 2590 | 3156 | 3081 | e6139 | 2815 | 3197 | 2350
|
15 | 2067 | 2399 | 1669 | 1722 | 1851 | 2492 | 3435 | 3137 | 4633 | 2801 | 4125 | 2482
|
|
16 | 1913 | 1832 | 1739 | 1793 | 2314 | 2636 | 7452 | 2567 | 3757 | e2803 | 3038 | 2168
|
17 | 5795 | 1699 | 1634 | 2568 | 1912 | 3799 | 5888 | 4723 | 3373 | 3164 | 2595 | 2047
|
18 | 5339 | 1787 | 1787 | 3214 | 1924 | 3814 | 4452 | 2714 | e2838 | 3377 | 2870 | 2287
|
19 | 3132 | 1789 | 1553 | 2538 | 2469 | 2742 | 3578 | 2650 | 2591 | e3802 | 4087 | 2144
|
20 | 2954 | 1829 | 1587 | 2215 | 2095 | 2584 | 3386 | 2565 | 2710 | 3868 | 3832 | 2008
|
|
21 | 2398 | 1785 | 1569 | 2635 | 1844 | 2533 | 4052 | 3160 | 2629 | e5407 | 3251 | 2309
|
22 | 2428 | 1731 | 1598 | 9745 | 1654 | 2315 | 7106 | 3554 | 3373 | 4051 | 3496 | 2150
|
23 | 2287 | 1683 | 1414 | 10981 | 1804 | 2366 | 10973 | 3609 | 2660 | 3828 | 3514 | 2070
|
24 | 2368 | 1645 | 1703 | 8973 | 1869 | 2415 | 7139 | 2807 | 3882 | 3562 | 3630 | 2202
|
25 | 2529 | 1437 | 1545 | 7550 | 2100 | 1894 | 6144 | e2187 | 3010 | 4041 | 3680 | 2207
|
|
26 | 2122 | 1603 | 1263 | 5118 | 2036 | 1893 | 4071 | e1618 | 3358 | 3463 | 3981 | 2033
|
27 | 2228 | 1575 | 1502 | 4354 | 2961 | 1747 | 6490 | 2020 | 3549 | 3002 | 3206 | 3153
|
28 | 2979 | 1625 | 1481 | 4662 | 2321 | 2134 | 7852 | 1815 | 2637 | 3102 | 3185 | 7202
|
29 | 2928 | 1644 | 1815 | 4302 | --- | 1614 | 7123 | 2171 | 2711 | e3309 | 3127 | 4173
|
30 | 2650 | 1812 | 1555 | 3628 | --- | 1667 | 4759 | 2051 | 2537 | e3219 | 2919 | 2762
|
|
31 | 2985 | --- | 1605 | 3641 | --- | 1899 | --- | 2631 | --- | 3599 | 3023 | ---
|
TOTAL | 84929 | 62508 | 59028 | 102393 | 67060 | 74701 | 136447 | 88129 | 118499 | 99918 | 100711 | 80416
|
MEAN | 2740 | 2084 | 1904 | 3303 | 2395 | 2410 | 4548 | 2843 | 3950 | 3223 | 3249 | 2681
|
MAX | 5795 | 4763 | 4277 | 10981 | 3588 | 3814 | 10973 | 4865 | 11680 | 5407 | 4125 | 7202
|
MIN | 1913 | 1437 | 1263 | 1372 | 1654 | 1614 | 1746 | 1618 | 2537 | 2545 | 2445 | 2008
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1985 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 3304 | 3174 | 2770 | 2965 | 3015 | 3331 | 3608 | 3612 | 4043 | 4207 | 4440 | 4102
|
MAX | 5244 | 5244 | 3991 | 4347 | 4975 | 4791 | 5194 | 5491 | 6405 | 5426 | 6830 | 5181
|
(WY) | 1987 | 1986 | 1988 | 1993 | 1997 | 1985 | 1992 | 1990 | 1993 | 1986 | 1987 | 1986
|
MIN | 2620 | 2009 | 1904 | 2252 | 2192 | 2186 | 2534 | 2370 | 3288 | 3223 | 3249 | 2681
|
(WY) | 1998 | 1998 | 1999 | 1996 | 1996 | 1996 | 1997 | 1994 | 1995 | 1999 | 1999 | 1999
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1985 - 1999 |
---|
ANNUAL TOTAL | 1137744 | | 1074739 | | |
|
ANNUAL MEAN | 3117 | | 2944 | | 3550 |
|
HIGHEST ANNUAL MEAN | | | | | 4113 | 1986
|
LOWEST ANNUAL MEAN | | | | | 2944 | 1999
|
HIGHEST DAILY MEAN | 12470 | May 7 | 11680 A | Jun 13 | 17870 | May 10 1990
|
LOWEST DAILY MEAN | 1263 | Dec 26 | 1263 | Dec 26 | 1263 | Dec 26 1998
|
ANNUAL SEVEN-DAY MINIMUM | 1500 | Dec 22 | 1500 | Dec 22 | 1500 | Dec 22 1998
|
INSTANTANEOUS PEAK FLOW | | | 14623 B | Jan 23 | 19466 C | Feb 21 1997
|
INSTANTANEOUS PEAK STAGE | | | 26.23 D | Apr 29 | 26.43 E | Feb 4 1996
|
INSTANTANEOUS LOW FLOW | | | -4088 | Dec 12 | F |
|
10 PERCENT EXCEEDS | 4710 | | 4320 | | 5220 |
|
50 PERCENT EXCEEDS | 2820 | | 2600 | | 3160 |
|
90 PERCENT EXCEEDS | 1790 | | 1700 | | 2170 |
|
A - Estimated by regression.
B - Gage height, 21.04 ft.
C - Gage height, 23.95 ft.
D - Discharge, 3,483 ft3/s.
E - Discharge, 2,876 ft3/s.
F - No flow or periods of reverse flow at times in most years.