Station list
05438500 KISHWAUKEE RIVER AT BELVIDERE, IL
LOCATION.--Lat 42°15'22", long 88°51'50", in SE¼SE¼ sec.27, T.44 N., R.3 E., Boone County, Hydrologic Unit 07090006, on
left bank at Belvidere sewage-treatment plant, 1.3 mi downstream from bridge on State Street in Belvidere, 3.0 mi downstream
from Piscasaw Creek, and at mile 21.9.
DRAINAGE AREA.--538 mi2.
PERIOD OF RECORD.--October 1939 to current year.
REVISED RECORDS.--WSP 1175: 1946. WSP 1508: 1940, 1942-43, 1947(M). WSP 1728: 1940(M). WDR IL-75-1: Drainage
area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 738.34 ft above sea level (U.S. Army Corps of Engineers
bench mark). Sept. 29, 1939, to Sept. 30, 1942, nonrecording gage at site 1.3 mi upstream at datum 3.99 ft higher, and Oct. 1,
1942, to Sept. 30, 1973, nonrecording gage at present site and datum.
REMARKS.--Records poor. Gage-height telemeter at station.
EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of Jan. 24, 1938, reached a stage of 16.9 ft, backwater from ice, from
information by sewage-treatment plant employees.
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 | 80 | 112 | 145 | 98 | 233 | 302 | 1080 | 655 | 418 | 937 | 156 | 117 |
2 | 79 | 109 | 140 | 127 | 345 | 290 | 1190 | 666 | 393 | 720 | 151 | 110 |
3 | 78 | 111 | 139 | 172 | 476 | 284 | 1100 | 720 | 369 | 615 | 151 | 106 |
4 | 78 | 109 | 138 | 279 | 466 | 281 | 879 | 698 | 354 | 654 | 180 | 103 |
5 | 74 | 112 | 136 | 410 | 417 | 274 | 715 | 660 | 350 | 645 | 188 | 100 |
|
6 | 71 | 123 | 129 | 531 | 368 | 271 | 610 | 642 | 344 | 557 | 357 | 96 |
7 | 73 | 130 | 125 | 648 | 339 | 268 | 555 | 1080 | 334 | 725 | 274 | 160 |
8 | 73 | 127 | 122 | 686 | 324 | 338 | 634 | 2260 | 318 | 613 | 251 | 149 |
9 | 77 | 123 | 121 | 606 | 313 | 512 | 970 | 2970 | 341 | 559 | 212 | 128 |
10 | 78 | 118 | 128 | 416 | 301 | 452 | 1150 | 2520 | 350 | 496 | 191 | 115 |
|
11 | 77 | 112 | 127 | 301 | 354 | 445 | 1080 | 1890 | 398 | 446 | 170 | 106 |
12 | 76 | 111 | 122 | 386 | 597 | 410 | 870 | 1410 | 543 | 410 | 158 | 101 |
13 | 94 | 110 | 117 | 282 | 673 | 396 | 760 | 1260 | 607 | 381 | 149 | 96 |
14 | 96 | 109 | 106 | 272 | 573 | 354 | 753 | 1170 | 568 | 356 | 143 | 127 |
15 | 93 | 112 | 115 | 320 | 483 | 320 | 714 | 1050 | 502 | 330 | 139 | 201 |
|
16 | 91 | 107 | 120 | 299 | 436 | 306 | 1130 | 930 | 442 | 312 | 131 | 207 |
17 | 89 | 101 | 114 | 282 | 428 | 316 | 1760 | 771 | 400 | 294 | 126 | 171 |
18 | 92 | 106 | 114 | 237 | 435 | 454 | 2180 | 671 | 415 | 280 | 123 | 151 |
19 | 91 | 107 | 115 | 247 | 413 | 723 | 1820 | 603 | 580 | 308 | 116 | 138 |
20 | 90 | 108 | 115 | 242 | 384 | 844 | 1420 | 563 | 640 | 289 | 111 | 128 |
|
21 | 90 | 109 | 117 | 234 | 359 | 752 | 1260 | 531 | 549 | 273 | 112 | 124 |
22 | 89 | 109 | 119 | 231 | 339 | 618 | 1350 | 496 | 455 | 270 | 113 | 119 |
23 | 90 | 106 | 119 | 228 | 325 | 537 | 1280 | 475 | 402 | 256 | 117 | 113 |
24 | 94 | 97 | 121 | 222 | 318 | 475 | 1080 | 543 | 367 | 233 | 117 | 114 |
25 | 98 | 111 | 122 | 215 | 307 | 427 | 916 | 517 | 346 | 218 | 139 | 117 |
|
26 | 107 | 109 | 119 | 212 | 298 | 404 | 868 | 469 | 2390 | 206 | 150 | 115 |
27 | 121 | 108 | 103 | 208 | 319 | 383 | 835 | 437 | 3190 | 197 | 128 | 110 |
28 | 130 | 113 | 101 | 208 | 317 | 376 | 769 | 461 | 2400 | 189 | 160 | 105 |
29 | 125 | 121 | 130 | 212 | --- | 362 | 710 | 538 | 2340 | 181 | 169 | 109 |
30 | 119 | 139 | 108 | 215 | --- | 347 | 678 | 511 | 1540 | 171 | 146 | 112 |
|
31 | 115 | --- | 99 | 218 | --- | 542 | --- | 464 | --- | 164 | 126 | --- |
TOTAL | 2828 | 3379 | 3746 | 9244 | 10940 | 13063 | 31116 | 28631 | 22645 | 12285 | 4954 | 3748
|
MEAN | 91.2 | 113 | 121 | 298 | 391 | 421 | 1037 | 924 | 755 | 396 | 160 | 125
|
MAX | 130 | 139 | 145 | 686 | 673 | 844 | 2180 | 2970 | 3190 | 937 | 357 | 207
|
MIN | 71 | 97 | 99 | 98 | 233 | 268 | 555 | 437 | 318 | 164 | 111 | 96
|
CFSM | .17 | .21 | .22 | .55 | .73 | .78 | 1.93 | 1.72 | 1.40 | .74 | .30 | .23
|
IN. | .20 | .23 | .26 | .64 | .76 | .90 | 2.15 | 1.98 | 1.57 | .85 | .34 | .26
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1940 - 1998, BY WATER YEAR (WY)
|
---|
MEAN | 232 | 284 | 303 | 293 | 402 | 688 | 632 | 480 | 408 | 285 | 216 | 239
|
MAX | 1242 | 1328 | 1613 | 1053 | 1208 | 2337 | 2461 | 1610 | 1638 | 1815 | 1287 | 2215
|
(WY) | 1973 | 1986 | 1983 | 1974 | 1997 | 1979 | 1993 | 1974 | 1993 | 1993 | 1987 | 1972
|
MIN | 40.3 | 50.1 | 42.8 | 30.5 | 49.6 | 120 | 141 | 108 | 101 | 56.6 | 39.2 | 44.0
|
(WY) | 1957 | 1957 | 1964 | 1940 | 1940 | 1956 | 1963 | 1949 | 1977 | 1941 | 1964 | 1964
|
SUMMARY STATISTICS | FOR 1997 CALENDAR YEAR | FOR 1998 WATER YEAR | WATER YEARS 1940 - 1998 |
---|
ANNUAL TOTAL | 137562 | | 146579 | | |
|
ANNUAL MEAN | 377 | | 402 | | 371 |
|
HIGHEST ANNUAL MEAN | | | | | 992 | 1993
|
LOWEST ANNUAL MEAN | | | | | 112 | 1963
|
HIGHEST DAILY MEAN | 7110 | Feb 22 | 3190 | Jun 27 | 8380 | Mar 15 1944
|
LOWEST DAILY MEAN | 71 | Oct 6 | 71 | Oct 6 | 15 | A
|
ANNUAL SEVEN-DAY MINIMUM | 75 | Oct 5 | 75 | Oct 5 | 23 | Jan 2 1940
|
INSTANTANEOUS PEAK FLOW | | | 3570 | Jun 26 | 11900 | Feb 20 1994
|
INSTANTANEOUS PEAK STAGE | | | 8.04 | Jun 26 | 14.19 | Feb 20 1994
|
INSTANTANEOUS LOW FLOW | | | 63 B | Nov 24, Dec. 28 | 14 C | Sep 19 1988
|
ANNUAL RUNOFF (CFSM) | .70 | | .75 | | .69 |
|
ANNUAL RUNOFF (INCHES) | 9.51 | | 10.14 | | 9.38 |
|
10 PERCENT EXCEEDS | 639 | | 839 | | 795 |
|
50 PERCENT EXCEEDS | 200 | | 273 | | 210 |
|
90 PERCENT EXCEEDS | 89 | | 104 | | 67 |
|
A - Dec. 30, 1939, Jan 7, 1940.
B - Result of freezeup.
C - Observed.