Station list
Available data
ILLINOIS RIVER BASIN
05576500 SANGAMON RIVER AT RIVERTON, IL
LOCATION.--Lat 39°50'34", long 89°32'52", in NW1/4NE1/4 sec.16, T.16 N., R.4 W., Sangamon County, Hydrologic Unit
07130008, at right abutment on former U.S. Highway 36 bridge in Riverton, 2.2 mi downstream from Sugar Creek, 5.6 mi
upstream from Fancy Creek, and at mile 83.1.
DRAINAGE AREA.--2,618 mi2.
PERIOD OF RECORD.--February 1908 to December 1912, August 1914 to October 1956, and annual maximum, water years 1957-
85. January 1986 to current year.
REVISED RECORD.--WSP 1208: 1908-9, 1921-22, 1926-27, 1947. WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 508.38 ft above sea level. Prior to Aug. 14, 1934, chain gage
on old Wabash Railway bridge (currently Norfolk and Western Railway bridge), 1,450 ft downstream, at datum 5.61 ft lower.
REMARKS.--Records good except those for estimated daily discharges, which are poor. Some regulation by municipal reservoirs
at Decatur (since 1922) and at Springfield (since 1934). U.S. Army Corps of Engineers satellite telemeter at station.
EXTREMES OUTSIDE PERIOD OF RECORD.--The high water of 1883 reached a stage of approximately 32 ft with respect to the
gage at the old Wabash Railway bridge. The high water of 1875 is said to have been about one-half foot lower.
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 | 118 | 201 | 249 | e170 | 5510 | 1890 | 761 | 4870 | 1330 | 1730 | 173 | 170
|
2 | 114 | 197 | 240 | e190 | 5220 | 1760 | 809 | 4570 | 2560 | 1390 | 155 | 162
|
3 | 115 | 521 | 237 | e180 | 4700 | 1950 | 887 | 4250 | 4230 | 1340 | 151 | 153
|
4 | 114 | 1090 | 249 | e160 | 4280 | 1960 | 1110 | 3540 | 4790 | 1140 | 157 | 152
|
5 | 124 | 994 | 262 | e140 | 3800 | 2380 | 1180 | 3200 | 4770 | 1060 | 147 | 148
|
|
6 | 163 | 752 | 236 | e160 | 3450 | 2480 | 1440 | 3810 | 5650 | 1010 | 150 | 137
|
7 | 242 | 629 | 237 | e180 | 4460 | 2090 | 1710 | 3720 | 6250 | 815 | 171 | 132
|
8 | 194 | 564 | 231 | e170 | 8030 | 1940 | 1760 | 3170 | 6180 | 614 | 156 | 139
|
9 | 156 | 512 | 234 | e165 | 10200 | 2140 | 2490 | 2880 | 5530 | 709 | 166 | 130
|
10 | 147 | 617 | 224 | e155 | 10500 | 2180 | 2990 | 2760 | 5130 | 563 | 141 | 121
|
|
11 | 182 | 758 | 220 | e150 | 10400 | 2110 | 2750 | 2690 | 3530 | 431 | 130 | 116
|
12 | 178 | 709 | 232 | e142 | 9960 | 2330 | 2290 | 2590 | 3110 | 389 | 142 | 115
|
13 | 150 | 620 | 277 | e138 | 9000 | 2520 | 2110 | 3350 | 3640 | 376 | 1180 | 120
|
14 | 131 | 630 | 290 | e135 | 8150 | 2510 | 1990 | 4120 | 5430 | 356 | 2140 | 114
|
15 | 122 | 592 | 288 | e132 | 7030 | 2460 | 2450 | 4050 | 7870 | 344 | 1960 | 112
|
|
16 | 114 | 528 | 281 | e140 | 5410 | 2400 | 4490 | 3610 | 8560 | 324 | 905 | 107
|
17 | 129 | 471 | 262 | e180 | 4020 | 2260 | 6780 | 3890 | 7220 | 303 | 454 | 107
|
18 | 140 | 420 | 227 | 304 | 3570 | 2120 | 8190 | 3630 | 5720 | 322 | 322 | 105
|
19 | 123 | 386 | 214 | 511 | 3150 | 2100 | 9630 | 3040 | 4590 | 516 | 284 | 110
|
20 | 136 | 364 | 200 | 746 | 2680 | 1940 | 9490 | 2940 | 3790 | 334 | 278 | 106
|
|
21 | 124 | 335 | 201 | 660 | 2360 | 1780 | 9500 | 2700 | 2750 | 279 | 298 | 100
|
22 | 119 | 315 | 179 | 1630 | 2190 | 1710 | 9470 | 2300 | 2030 | 242 | 239 | 101
|
23 | 113 | 304 | 164 | 3970 | 2030 | 1630 | 9560 | 2060 | 1840 | 220 | 228 | 97
|
24 | 107 | 296 | 173 | 5270 | 2420 | 1570 | 8240 | 2110 | 1870 | 219 | 348 | 93
|
25 | 103 | 281 | 194 | 5950 | e1850 | 1430 | 6280 | 2020 | 1830 | 199 | 322 | 93
|
|
26 | 107 | 275 | 209 | 6840 | e1750 | 1350 | 4830 | 1810 | 1990 | 186 | 257 | 86
|
27 | 112 | 270 | 207 | 7550 | e1720 | 1230 | 4040 | 1760 | 2490 | 193 | 225 | 81
|
28 | 129 | 262 | e180 | 7940 | 1890 | 1120 | 4510 | 1570 | 2190 | 337 | 263 | 118
|
29 | 150 | 256 | e150 | 8020 | --- | 1090 | 5520 | 1350 | 1960 | 414 | 208 | 205
|
30 | 181 | 253 | e110 | 6950 | --- | 972 | 5590 | 1290 | 1790 | 269 | 188 | 219
|
|
31 | 232 | --- | e140 | 5520 | --- | 756 | --- | 1260 | --- | 202 | 177 | ---
|
TOTAL | 4369 | 14402 | 6797 | 64548 | 139730 | 58158 | 132847 | 90910 | 120620 | 16826 | 12115 | 3749
|
MEAN | 141 | 480 | 219 | 2082 | 4990 | 1876 | 4428 | 2933 | 4021 | 543 | 391 | 125
|
MAX | 242 | 1090 | 290 | 8020 | 10500 | 2520 | 9630 | 4870 | 8560 | 1730 | 2140 | 219
|
MIN | 103 | 197 | 110 | 132 | 1720 | 756 | 761 | 1260 | 1330 | 186 | 130 | 81
|
CFSM | .05 | .18 | .08 | .80 | 1.91 | .72 | 1.69 | 1.12 | 1.54 | .21 | .15 | .05
|
IN. | .06 | .20 | .10 | .92 | 1.99 | .83 | 1.89 | 1.29 | 1.71 | .24 | .17 | .05
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1908 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 861 | 954 | 1145 | 1894 | 2293 | 2767 | 3321 | 3196 | 2321 | 1123 | 531 | 587
|
MAX | 12280 | 5516 | 7500 | 12940 | 7762 | 8117 | 14100 | 16760 | 8596 | 4819 | 5914 | 12730
|
(WY) | 1927 | 1942 | 1928 | 1950 | 1951 | 1939 | 1922 | 1943 | 1998 | 1951 | 1915 | 1926
|
MIN | 7.29 | 12.6 | 27.5 | 29.5 | 34.6 | 50.8 | 180 | 113 | 146 | 49.1 | 40.7 | 22.3
|
(WY) | 1915 | 1915 | 1915 | 1918 | 1931 | 1954 | 1931 | 1954 | 1934 | 1954 | 1936 | 1922
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1908 - 1999 |
---|
ANNUAL TOTAL | 1042224 | | 665071 | | |
|
ANNUAL MEAN | 2855 | | 1822 | | 1746 |
|
HIGHEST ANNUAL MEAN | | | | | 4808 | 1927
|
LOWEST ANNUAL MEAN | | | | | 114 | 1954
|
HIGHEST DAILY MEAN | 18700 | Jun 20 | 10500 | Feb 10 | 67700 | May 19 1943
|
LOWEST DAILY MEAN | 103 | Oct 25 | 81 | Sep 27 | 3.0 | A
|
ANNUAL SEVEN-DAY MINIMUM | 112 | Oct 21 | 93 | Sep 21 | 3.0 | Oct 3 1914
|
INSTANTANEOUS PEAK FLOW | | | 10700 | Feb 10 | 68700 | May 19 1943
|
INSTANTANEOUS PEAK STAGE | | | 18.62 | Feb 10 | 31.52 B | May 19 1943
|
INSTANTANEOUS LOW FLOW | | | 79 | Sep 27-28 | |
|
ANNUAL RUNOFF (CFSM) | 1.09 | | .70 | | .67 |
|
ANNUAL RUNOFF (INCHES) | 14.81 | | 9.45 | | 9.06 |
|
10 PERCENT EXCEEDS | 8730 | | 5420 | | 4620 |
|
50 PERCENT EXCEEDS | 1190 | | 617 | | 665 |
|
90 PERCENT EXCEEDS | 144 | | 129 | | 59 |
|
A - Oct. 3-15, 1914.
B - From graph based on gage readings.