Station list
Available data
LOWER MISSISSIPPI RIVER BASIN
07022000 MISSISSIPPI RIVER AT THEBES, IL
LOCATION.--Lat 37°13'00", long 89°27'50", in NW 1/4 sec.17, T.15 S., R.3 W., Alexander County, Hydrologic Unit 07140105, near
center span on downstream side of railroad bridge at Thebes, 5.0 mi downstream from Headwater Diversion Channel, and at mile
43.7 above Ohio River.
DRAINAGE AREA.--713,200 mi2, approximately.
PERIOD OF RECORD.--
DISCHARGE: October 1932 to current year. Monthly discharge only for some periods, published in WSP 1311. Prior to April 1941,
published as "at Cape Girardeau, Mo".
GAGE HEIGHT: March 1933 to February 1938 and October 1939 to current year in reports of the U.S. Geological Survey. Prior to
April 1941, published as "at Cape Girardeau, Mo". Since November 1878, under name of "at Grays Point" in files of the U.S.
Army Corps of Engineers; January 1879 to May of 1896, published as "at Grays Point"; since May 1896, published as "at Cape
Girardeau" in reports of the Mississippi River Commission February 1891 to February 1894; and since 1904, published as "at
Cape Girardeau" in reports of the National Weather Service.
REVISED RECORDS.--WSP 1341: 1844(M). WDR MO-76-1: Drainage area, WDR MO-98-1: Extreme outside period of record.
GAGE.--Water-stage recorder. Datum of gage is 300.00 ft above sea level. Mar. 17, 1933, to Dec. 21 1934, nonrecording gage; Dec.
22, 1934, to Apr. 4, 1941, water-stage recorder, at site 8.2 mi upstream at datum 4.65 ft higher; Apr. 5, 1941, to Sept. 30,
1941, nonrecording gage at present site and datum; Oct. 1, 1941, to Oct. 11, 1943, at datum 0.07 ft higher. Prior to Apr. 5,
1941, various auxiliary gages used. Since Oct. 1, 1943, former gage at Cape Girardeau used as auxiliary gage.
REMARKS.--No estimated daily discharge. Water-discharge records good. Natural flow of stream affected by many reservoirs and
navigation dams in upper the Mississippi River Basin and by many reservoirs and diversions for irrigation in the Missouri
River Basin. U.S. Army Corps of Engineers satellite telemeter and telemark at station.
EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of July 4, 1844, reached an elevation of 345.14 ft, present datum, at Grays Point,
from floodmarks, discharge, 1,075,000 ft3/s, computed by the U.S. Army Corps of Engineers.
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 | 151000 | 211000 | 210000 | 115000 | 331000 | 214000 | 188000 | 535000 | 483000 | 334000 | 256000 | 159000
|
2 | 149000 | 208000 | 202000 | 115000 | 363000 | 208000 | 183000 | 546000 | 483000 | 359000 | 260000 | 155000
|
3 | 152000 | 212000 | 194000 | 119000 | 386000 | 202000 | 183000 | 557000 | 480000 | 394000 | 264000 | 150000
|
4 | 160000 | 253000 | 209000 | 113000 | 379000 | 206000 | 228000 | 562000 | 473000 | 420000 | 262000 | 147000
|
5 | 171000 | 328000 | 222000 | 111000 | 353000 | 212000 | 238000 | 558000 | 473000 | 418000 | 256000 | 145000
|
|
6 | 175000 | 378000 | 218000 | 112000 | 337000 | 220000 | 229000 | 549000 | 475000 | 405000 | 246000 | 142000
|
7 | 214000 | 395000 | 210000 | 114000 | 354000 | 226000 | 226000 | 552000 | 475000 | 383000 | 236000 | 141000
|
8 | 348000 | 385000 | 205000 | 121000 | 409000 | 227000 | 230000 | 568000 | 473000 | 360000 | 230000 | 137000
|
9 | 404000 | 361000 | 227000 | 120000 | 444000 | 228000 | 235000 | 588000 | 465000 | 341000 | 230000 | 130000
|
10 | 413000 | 333000 | 262000 | 112000 | 456000 | 250000 | 250000 | 595000 | 455000 | 324000 | 228000 | 131000
|
|
11 | 399000 | 320000 | 274000 | 108000 | 438000 | 294000 | 289000 | 588000 | 440000 | 316000 | 222000 | 131000
|
12 | 372000 | 338000 | 253000 | 109000 | 410000 | 323000 | 307000 | 561000 | 428000 | 314000 | 214000 | 125000
|
13 | 334000 | 359000 | 237000 | 112000 | 379000 | 319000 | 299000 | 525000 | 417000 | 309000 | 215000 | 123000
|
14 | 292000 | 366000 | 225000 | 119000 | 358000 | 303000 | 293000 | 491000 | 414000 | 300000 | 225000 | 120000
|
15 | 257000 | 360000 | 213000 | 121000 | 348000 | 291000 | 307000 | 449000 | 408000 | 293000 | 218000 | 119000
|
|
16 | 231000 | 342000 | 204000 | 121000 | 337000 | 275000 | 314000 | 433000 | 404000 | 287000 | 203000 | 120000
|
17 | 217000 | 319000 | 193000 | 129000 | 319000 | 267000 | 331000 | 432000 | 406000 | 275000 | 192000 | 121000
|
18 | 212000 | 299000 | 188000 | 146000 | 300000 | 259000 | 384000 | 438000 | 409000 | 266000 | 183000 | 122000
|
19 | 219000 | 286000 | 184000 | 163000 | 290000 | 253000 | 434000 | 443000 | 407000 | 259000 | 179000 | 123000
|
20 | 266000 | 279000 | 181000 | 170000 | 285000 | 255000 | 469000 | 449000 | 403000 | 257000 | 172000 | 122000
|
|
21 | 326000 | 270000 | 181000 | 176000 | 283000 | 264000 | 488000 | 462000 | 394000 | 251000 | 165000 | 124000
|
22 | 356000 | 259000 | 182000 | 206000 | 271000 | 258000 | 497000 | 477000 | 384000 | 246000 | 155000 | 120000
|
23 | 358000 | 247000 | 175000 | 216000 | 254000 | 241000 | 502000 | 488000 | 378000 | 243000 | 153000 | 120000
|
24 | 334000 | 243000 | 168000 | 272000 | 240000 | 232000 | 495000 | 491000 | 388000 | 239000 | 152000 | 119000
|
25 | 303000 | 235000 | 166000 | 326000 | 236000 | 237000 | 481000 | 488000 | 386000 | 233000 | 155000 | 117000
|
|
26 | 275000 | 230000 | 158000 | 336000 | 227000 | 243000 | 473000 | 489000 | 369000 | 230000 | 159000 | 116000
|
27 | 251000 | 230000 | 140000 | 323000 | 217000 | 238000 | 482000 | 494000 | 361000 | 233000 | 161000 | 114000
|
28 | 229000 | 224000 | 129000 | 311000 | 213000 | 227000 | 496000 | 500000 | 358000 | 238000 | 163000 | 112000
|
29 | 220000 | 221000 | 131000 | 295000 | --- | 220000 | 512000 | 499000 | 345000 | 242000 | 163000 | 113000
|
30 | 213000 | 216000 | 128000 | 288000 | --- | 212000 | 527000 | 498000 | 334000 | 248000 | 165000 | 119000
|
|
31 | 211000 | --- | 124000 | 299000 | --- | 198000 | --- | 493000 | --- | 253000 | 165000 | ---
|
MEAN | 264900 | 290200 | 193300 | 177400 | 329200 | 245200 | 352300 | 509600 | 418900 | 299000 | 201500 | 127900
|
MAX | 413000 | 395000 | 274000 | 336000 | 456000 | 323000 | 527000 | 595000 | 483000 | 420000 | 264000 | 159000
|
MIN | 149000 | 208000 | 124000 | 108000 | 213000 | 198000 | 183000 | 432000 | 334000 | 230000 | 152000 | 112000
|
IN. | .43 | .45 | .31 | .29 | .48 | .40 | .55 | .82 | .66 | .48 | .33 | .20
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1933 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 151300 | 159100 | 143000 | 136400 | 164200 | 253500 | 333500 | 322200 | 286600 | 239600 | 157700 | 144000
|
MAX | 589600 | 389000 | 531700 | 333300 | 350400 | 542000 | 731000 | 655800 | 584100 | 765500 | 768000 | 539300
|
(WY) | 1987 | 1986 | 1983 | 1973 | 1974 | 1985 | 1973 | 1973 | 1947 | 1993 | 1993 | 1993
|
MIN | 45500 | 50080 | 53850 | 33650 | 46920 | 80260 | 115600 | 88170 | 72350 | 73290 | 45000 | 59890
|
(WY) | 1940 | 1940 | 1956 | 1940 | 1940 | 1934 | 1934 | 1934 | 1934 | 1936 | 1936 | 1937
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1933 - 1999 |
---|
ANNUAL MEAN | 296500 | | 283600 | | 208100 |
|
HIGHEST ANNUAL MEAN | | | | | 446000 | 1993
|
LOWEST ANNUAL MEAN | | | | | 71730 | 1934
|
HIGHEST DAILY MEAN | 620000 | Apr 19 | 595000 | May 10 | 978000 | Aug 7 1993
|
LOWEST DAILY MEAN | 107000 | Sep 15 | 108000 | Jan 11 | 24700 | Jan 21 1940
|
ANNUAL SEVEN-DAY MINIMUM | 114000 | Sep 11 | 114000 | Jan 6 | 26700 | Jan 20 1940
|
INSTANTANEOUS PEAK FLOW | | | 600000 | May 10 | 996000 | Aug 7 1993
|
INSTANTANEOUS PEAK STAGE | | | 37.03 | May 10 | 45.91 | May 23 1995
|
INSTANTANEOUS LOW FLOW | | | 107000 | Jan 11 | 23400 | Dec 13 1937
|
ANNUAL RUNOFF (INCHES) | 5.64 | | 5.40 | | 3.96 |
|
10 PERCENT EXCEEDS | 484000 | | 476000 | | 405000 |
|
50 PERCENT EXCEEDS | 270000 | | 254000 | | 168000 |
|
90 PERCENT EXCEEDS | 155000 | | 127000 | | 74900 |
|