Station list
Available data
ILLINOIS RIVER BASIN
05573540 SANGAMON RIVER AT ROUTE 48 AT DECATUR, IL
LOCATION.--Lat 39°49'52", long 88°58'35", in NE1/4NE1/4 sec.21, T.16 N., R.2 E., Macon County, Hydrologic Unit 07130006,
on right upstream side of bridge on State Highway 48 in Decatur, 1.2 mi downstream from Lake Decatur Dam, 2.5 mi upstream
from Stevens Creek, and at mile 129.0.
DRAINAGE AREA.--938 mi2.
PERIOD OF RECORD.--October 1982 to current year.
REVISED RECORDS.--WDR IL-94-2: 1992
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 583.43 ft above sea level.
REMARKS.--Records fair except those for estimated daily discharges, which are poor. Flow regulated by Lake Decatur
Dam, 1.2 mi upstream. 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 | 3.0 | 4.5 | 5.0 | 1.3 | 1290 | 482 | 221 | 901 | 429 | 568 | 5.7 | 2.5
|
2 | 2.6 | 4.9 | 4.4 | 3.6 | 1250 | 556 | 253 | 835 | 1690 | 565 | 4.7 | 2.7
|
3 | 2.3 | 38 | 4.1 | 2.9 | 1390 | 616 | 324 | 587 | 1400 | 486 | 4.2 | 2.7
|
4 | 2.5 | 57 | 4.0 | 1.9 | 1160 | 819 | 399 | 477 | 1010 | 480 | 3.7 | 2.6
|
5 | 9.1 | 41 | 4.0 | 1.4 | 1130 | 832 | 569 | 730 | 2120 | 475 | 3.3 | 2.5
|
|
6 | 33 | 30 | 4.8 | 1.3 | 1050 | 642 | 640 | 865 | 2050 | 282 | 3.2 | 2.4
|
7 | 8.7 | 22 | 8.6 | 1.2 | 1610 | 657 | 601 | 608 | 1320 | 270 | 5.9 | 2.4
|
8 | 3.3 | 17 | 9.1 | 1.3 | 2550 | 772 | 599 | 527 | 1240 | 350 | 4.3 | 2.4
|
9 | 2.0 | 16 | 9.0 | 1.4 | 2270 | 762 | 709 | 540 | 1310 | 163 | 3.2 | 2.3
|
10 | 1.7 | 38 | 16 | 1.2 | 2070 | 757 | 726 | 608 | 708 | 50 | 3.2 | 2.3
|
|
11 | 1.5 | 39 | 8.8 | 1.1 | 1800 | 702 | 694 | 581 | 763 | 64 | 3.0 | 2.6
|
12 | 1.4 | 29 | 5.1 | e1.1 | 1890 | 600 | 693 | 472 | 1110 | 68 | 11 | 3.1
|
13 | 1.3 | 22 | 3.5 | e1.1 | 1920 | 613 | 682 | 911 | 2190 | 29 | 1110 | 2.7
|
14 | 1.3 | 18 | 2.6 | e1.0 | 1520 | 626 | 657 | 941 | 2670 | 15 | 1330 | 2.4
|
15 | 1.5 | 14 | 2.1 | e1.0 | 938 | 617 | 835 | 866 | 2110 | 14 | 459 | 2.3
|
|
16 | 1.9 | 11 | 1.9 | e1.0 | 785 | 617 | 1910 | 1080 | 1580 | 23 | 100 | 2.4
|
17 | 3.3 | 9.2 | 1.8 | e2.0 | 884 | 695 | 3320 | 745 | 1220 | 199 | 33 | 2.5
|
18 | 11 | 8.1 | 1.7 | e4.0 | 775 | 755 | 3070 | 483 | 1100 | 285 | 16 | 2.6
|
19 | 15 | 7.7 | 2.9 | e9.0 | 704 | 667 | 2990 | 662 | 978 | 52 | 8.8 | 2.6
|
20 | 14 | 6.7 | 2.6 | e10 | 626 | 591 | 3360 | 651 | 658 | 21 | 6.8 | 2.6
|
|
21 | 14 | 5.9 | 3.2 | e20 | 615 | 583 | 4040 | 511 | 458 | 12 | 6.1 | 2.5
|
22 | 10 | 5.7 | 2.5 | 321 | 497 | 550 | 3140 | 453 | 508 | 7.8 | 5.9 | 2.7
|
23 | 8.0 | 5.7 | 1.9 | 2050 | 435 | 492 | 2350 | 587 | 589 | 5.7 | 15 | 2.7
|
24 | 6.9 | 5.1 | 1.6 | 3170 | 442 | 474 | 1460 | 534 | 555 | 4.9 | 18 | 2.8
|
25 | 6.6 | 5.0 | 1.4 | 2940 | 460 | 457 | 1270 | 475 | 860 | 4.5 | 6.0 | 3.2
|
|
26 | 7.4 | 5.0 | 1.3 | 2770 | 475 | 424 | 922 | 524 | 1290 | 4.7 | 4.0 | 3.2
|
27 | 11 | 4.7 | 1.3 | 2980 | 441 | 390 | 949 | 445 | 935 | 275 | 4.1 | 3.1
|
28 | 33 | 4.6 | 1.3 | 2780 | 442 | 386 | 1180 | 363 | 838 | 202 | 3.2 | 26
|
29 | 42 | 4.9 | 1.1 | 1950 | --- | 245 | 1150 | 382 | 786 | 40 | 3.1 | 26
|
30 | 35 | 5.6 | .99 | 1280 | --- | 99 | 990 | 383 | 732 | 15 | 2.7 | 7.1
|
|
31 | 12 | --- | 1.1 | 1640 | --- | 185 | --- | 383 | --- | 7.8 | 2.6 | ---
|
TOTAL | 306.3 | 485.3 | 119.69 | 21949.8 | 31419 | 17663 | 40703 | 19110 | 35207 | 5038.4 | 3189.7 | 129.9
|
MEAN | 9.88 | 16.2 | 3.86 | 708 | 1122 | 570 | 1357 | 616 | 1174 | 163 | 103 | 4.33
|
MAX | 42 | 57 | 16 | 3170 | 2550 | 832 | 4040 | 1080 | 2670 | 568 | 1330 | 26
|
MIN | 1.3 | 4.5 | .99 | 1.0 | 435 | 99 | 221 | 363 | 429 | 4.5 | 2.6 | 2.3
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1983 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 247 | 608 | 865 | 722 | 879 | 1187 | 1184 | 1537 | 948 | 394 | 122 | 131
|
MAX | 2217 | 4041 | 2294 | 3087 | 2230 | 2802 | 3674 | 4027 | 3131 | 1947 | 515 | 1736
|
(WY) | 1994 | 1986 | 1991 | 1993 | 1984 | 1998 | 1994 | 1995 | 1998 | 1993 | 1985 | 1993
|
MIN | .24 | 3.67 | 2.21 | 26.8 | 56.0 | 180 | 83.8 | 129 | 17.3 | 2.69 | .33 | .18
|
(WY) | 1995 | 1983 | 1990 | 1990 | 1989 | 1996 | 1986 | 1988 | 1988 | 1989 | 1996 | 1998
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1983 - 1999 |
---|
ANNUAL TOTAL | 387382.18 | | 175321.09 | | |
|
ANNUAL MEAN | 1061 | | 480 | | 735 |
|
HIGHEST ANNUAL MEAN | | | | | 1511 | 1993
|
LOWEST ANNUAL MEAN | | | | | 337 | 1989
|
HIGHEST DAILY MEAN | 8110 | Jun 19 | 4040 | Apr 21 | 16400 | Apr 15 1994
|
LOWEST DAILY MEAN | .00 | A | .99 | Dec 30 | .00 | B
|
ANNUAL SEVEN-DAY MINIMUM | .00 | Sep 1 | 1.1 | Jan 10 | .00 | Oct 8 1988
|
INSTANTANEOUS PEAK FLOW | | | 5040 | Apr 21 | 17100 C | Apr 15 1994
|
INSTANTANEOUS PEAK STAGE | | | 15.62 | Apr 21 | 23.04 D | May 2 1983
|
INSTANTANEOUS LOW FLOW | | | .76 | Dec 30 | |
|
10 PERCENT EXCEEDS | 3240 | | 1310 | | 2100 |
|
50 PERCENT EXCEEDS | 410 | | 42 | | 251 |
|
90 PERCENT EXCEEDS | 1.3 | | 2.2 | | 1.6 |
|
A - Many days.
B - Many days in most years.
C - Gage height, 21.12 ft.
D - Discharge, 12,400 ft3/s.