Station list
Available data
POPE CREEK BASIN
05467000 POPE CREEK NEAR KEITHSBURG, IL
LOCATION.--Lat 41°07'42", long 90°55'10", in SE1/4SE1/4 sec.11, T.13 N., R.5 W., Mercer County, Hydrologic Unit 07080104, on right
bank at downstream side of bridge on County Road 900 E, 1.8 mi northeast of Keithsburg, and at mile 3.0.
DRAINAGE AREA.--174 mi2.
PERIOD OF RECORD.--October 1934 to September 1986. Monthly discharge only for some periods, published in WSP 1308.
Seven-month period (March to September), water years 1987-90.
October 1990 to September 1996. October 1997 to current year.
REVISED RECORDS.--WSP 1508: 1935-37(M), 1938, 1939-43(M). WDR IL-81-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 524.07 ft above sea level (levels by U.S. Army Corps of Engineers).
Prior to Aug. 1, 1975, nonrecording gage and crest-stage gage at site 1,000 ft upstream at same datum. Aug. 1, 1975 to Aug. 24, 1981,
water-stage recorder at site 500 ft downstream at same datum.
REMARKS.--Records fair 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 | 16 | 218 | 176 | e105 | 264 | 114 | 77 | 372 | 171 | 470 | 32 | 13
|
2 | 18 | 261 | 164 | e100 | 372 | 110 | 75 | 306 | 226 | 228 | 30 | 12
|
3 | 21 | 403 | 161 | e97 | 469 | 111 | 139 | 267 | 203 | 185 | 28 | 12
|
4 | 20 | 362 | 156 | e92 | 352 | 101 | 376 | 249 | 196 | 165 | 26 | 11
|
5 | 285 | 291 | 150 | e110 | 263 | 100 | 170 | 241 | 326 | 153 | 24 | 11
|
|
6 | 567 | 258 | 204 | e102 | 238 | 114 | 193 | 226 | 316 | 143 | 23 | 10
|
7 | 257 | 239 | 765 | e95 | 225 | 100 | 165 | 214 | 362 | 135 | 36 | 9.9
|
8 | 163 | 238 | 480 | e90 | 213 | 98 | 146 | 202 | 272 | 127 | 34 | 9.6
|
9 | 120 | 253 | 333 | e85 | 204 | e96 | 381 | 190 | 591 | 121 | 27 | 9.3
|
10 | 96 | 2760 | 264 | e81 | 191 | e110 | 315 | 181 | 341 | 113 | 23 | 9.3
|
|
11 | 82 | 4210 | 239 | e77 | 206 | e105 | 226 | 174 | 375 | 105 | 21 | 9.1
|
12 | 71 | 1110 | 223 | e74 | 292 | 100 | 198 | 189 | 449 | 99 | 67 | 9.2
|
13 | 63 | 625 | 210 | e71 | 214 | 106 | 178 | 768 | 988 | 94 | 71 | 9.3
|
14 | 59 | 501 | 198 | e70 | 197 | 108 | 167 | 1430 | 1790 | 88 | 39 | 8.9
|
15 | 69 | 425 | 187 | e69 | 188 | 115 | 177 | 556 | 1030 | 82 | 29 | 8.6
|
|
16 | 62 | 371 | 180 | e68 | 178 | 135 | 998 | 386 | 385 | 77 | 24 | 8.5
|
17 | 2520 | 318 | 174 | e67 | 165 | 177 | 815 | 347 | 327 | 72 | 20 | 8.4
|
18 | 7030 | 277 | 169 | e66 | 155 | 198 | 453 | 339 | 290 | 68 | 19 | 8.3
|
19 | 5400 | 260 | 160 | e66 | 147 | 164 | 347 | 258 | 264 | 73 | 20 | 9.6
|
20 | 1320 | 243 | 150 | e66 | 139 | 146 | 283 | 236 | 239 | 109 | 19 | 12
|
|
21 | 569 | 229 | 142 | e76 | 130 | 137 | 256 | 226 | 224 | 88 | 17 | 8.7
|
22 | 433 | 222 | e105 | e300 | 124 | 128 | 245 | 331 | 214 | 60 | 16 | 8.1
|
23 | 358 | 214 | e115 | e1250 | 126 | 120 | 2190 | 357 | 206 | 53 | 16 | 7.9
|
24 | 302 | 203 | e120 | e1200 | 124 | 114 | 1500 | 255 | 199 | 49 | 80 | 7.6
|
25 | 266 | 197 | e125 | 609 | 121 | 106 | 512 | 228 | 185 | 46 | 61 | 7.5
|
|
26 | 247 | 191 | 129 | 371 | 119 | 97 | 401 | 210 | 174 | 44 | 31 | 7.5
|
27 | 240 | 181 | 127 | 388 | 123 | 94 | 364 | 196 | 177 | 42 | 22 | 12
|
28 | 264 | 175 | 122 | 942 | 125 | 97 | 521 | 184 | 221 | 55 | 18 | 330
|
29 | 263 | 173 | e105 | 528 | --- | 94 | 906 | 173 | 173 | 57 | 16 | 244
|
30 | 245 | 179 | e66 | 326 | --- | 84 | 499 | 165 | 167 | 40 | 14 | 93
|
|
31 | 226 | --- | e75 | 273 | --- | 80 | --- | 160 | --- | 35 | 14 | ---
|
TOTAL | 21652 | 15587 | 5974 | 7914 | 5664 | 3559 | 13273 | 9616 | 11081 | 3276 | 917 | 925.3
|
MEAN | 698 | 520 | 193 | 255 | 202 | 115 | 442 | 310 | 369 | 106 | 29.6 | 30.8
|
MAX | 7030 | 4210 | 765 | 1250 | 469 | 198 | 2190 | 1430 | 1790 | 470 | 80 | 330
|
MIN | 16 | 173 | 66 | 66 | 119 | 80 | 75 | 160 | 167 | 35 | 14 | 7.5
|
CFSM | 4.01 | 2.99 | 1.11 | 1.47 | 1.16 | .66 | 2.54 | 1.78 | 2.12 | .61 | .17 | .18
|
IN. | 4.63 | 3.33 | 1.28 | 1.69 | 1.21 | .76 | 2.84 | 2.06 | 2.37 | .70 | .20 | .20
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1935 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 57.3 | 69.1 | 75.0 | 94.7 | 156 | 180 | 200 | 183 | 179 | 123 | 65.6 | 55.7
|
MAX | 698 | 520 | 576 | 461 | 585 | 640 | 822 | 717 | 1020 | 1303 | 693 | 471
|
(WY) | 1999 | 1999 | 1983 | 1974 | 1986 | 1993 | 1973 | 1996 | 1990 | 1982 | 1993 | 1980
|
MIN | 2.40 | 2.96 | 2.63 | 2.74 | 5.29 | 19.1 | 11.4 | 7.68 | 10.9 | 1.24 | 2.75 | 1.82
|
(WY) | 1964 | 1957 | 1965 | 1977 | 1964 | 1956 | 1956 | 1989 | 1936 | 1989 | 1989 | 1988
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1935 - 1999 |
---|
ANNUAL TOTAL | 111895.8 | | 99438.3 | | |
|
ANNUAL MEAN | 307 | | 272 | | 121 |
|
HIGHEST ANNUAL MEAN | | | | | 399 | 1993
|
LOWEST ANNUAL MEAN | | | | | 25.8 | 1940
|
HIGHEST DAILY MEAN | 7030 | Oct 18 | 7030 | Oct 18 | 7030 | Oct 18 1998
|
LOWEST DAILY MEAN | 9.8 | Sep 12 | 7.5 | Sep 25, 26 | .53 | Aug 6 1989
|
ANNUAL SEVEN-DAY MINIMUM | 10 | Sep 7 | 8.5 | Sep 20 | .78 | Aug 1 1989
|
INSTANTANEOUS PEAK FLOW | | | 8290 | Oct 18 | 8900 A | Apr 22 1973
|
INSTANTANEOUS PEAK STAGE | | | 28.68 | Oct 18 | 29.08 B | Jul 24 1993
|
INSTANTANEOUS LOW FLOW | | | 7.3 | Sep 24-26 | |
|
ANNUAL RUNOFF (CFSM) | 1.76 | | 1.57 | | .70 |
|
ANNUAL RUNOFF (INCHES) | 23.92 | | 21.26 | | 9.46 |
|
10 PERCENT EXCEEDS | 570 | | 451 | | 261 |
|
50 PERCENT EXCEEDS | 192 | | 165 | | 47 |
|
90 PERCENT EXCEEDS | 23 | | 19 | | 6.6 |
|
A - Gage height, 27.88 ft, from graph based on gage readings.
B - Backwater from the Mississippi River, Discharge, 7,270 ft3/s.