Station list     Available data
LOWER MISSISSIPPI RIVER BASIN


07022000       MISSISSIPPI RIVER AT THEBES, IL

 
(National Stream-Quality Accounting Network Station)
 

LOCATION.-- Lat 37°12'59", long 89°28'03" (NAD of 1983), 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.--

SURFACE-WATER DISCHARGE AND STAGE

 

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".

 

STAGE: March 1933 to February 1938 and October 1939 to current year. 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.

SURFACE-WATER QUALITY

 

CHEMICAL: January 1973 to current year.

 

SEDIMENT: October 1980 to current year.

 

SPECIFIC CONDUCTANCE: October 1974 to September 1981.

 

WATER TEMPERATURE: October 1974 to September 1981.

 

REVISED RECORDS.-- WSP 1341: 1844(M). WDR MO-76-1: Drainage area, WDR MO-98-1: Extremes outside period of record.

 

GAGE.-- Water-stage recorder, U.S. Army Corps of Engineers satellite telemeter and telemark. Datum of gage is 300.00 ft above NGVD of 1929 (300.40 ft NAVD 1988). 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.-- Natural flow of stream affected by many reservoirs and navigation dams in the upper Mississippi River Basin and by many reservoirs and diversions for irrigation in the Missouri River Basin. NASQAN station January 1973 to September 1986. Illinois Environmental Protection Agency station October 1986 to September 1994 (during the period, samples were analyzed by the Illinois EPA). Re-established as a NASQAN station October 1994 to current year.

 

EXTREMES FOR PERIOD OF RECORD.--

SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 996,000 ft3/s, August 7, 1993; maximum gage height, 45.91 ft, May 23, 1995; minimum discharge, 23,400 ft3/s, December 13, 1937.

SPECIFIC CONDUCTANCE: Maximum daily, 705 microsiemens per centimeter, Aug. 5-7, 1980; minimum daily, 272 microsiemens per centimeter, Apr. 6, 1979.

WATER TEMPERATURE: Maximum daily, 31.5 °C, July 10 and 11, 1975, and July 17, 1977; minimum daily, 0.0 °C, on several days during winter periods.

SUSPENDED-SEDIMENT CONCENTRATONS: Maximum daily mean, 3,890 mg/L, Dec. 22, 1985; minimum daily mean, 13 mg/L, Jan. 28, 1981.

SUSPENDED-SEDIMENT LOADS: Maximum daily, 6,280,000 tons, Mar. 1, 1985; minimum daily, 2,530 tons, Jan. 28, 1981.

 

EXTREMES OUTSIDE PERIOD OF RECORD.--

SURFACE-WATER DISCHARGE AND STAGE: 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.

 

REMARKS FOR CURRENT YEAR.-- Records good.


Discharge, cubic feet per second, WATER YEAR OCTOBER 2004 TO SEPTEMBER 2005
DAILY MEAN VALUES
DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP
 
1 138000  134000  301000  129000  231000  247000  162000  251000  195000  207000  106000  134000 
2 131000  137000  298000  128000  222000  231000  172000  244000  189000  204000  103000  130000 
3 125000  178000  288000  128000  212000  222000  177000  234000  182000  198000  103000  130000 
4 123000  235000  272000  143000  204000  219000  185000  222000  178000  196000  102000  125000 
5 122000  251000  256000  230000  198000  214000  197000  215000  176000  199000  96400  110000 
 
6 120000  244000  240000  425000  195000  205000  206000  209000  173000  199000  89900  95300 
7 118000  242000  239000  519000  196000  194000  206000  196000  173000  196000  87500  89100 
8 116000  234000  282000  534000  201000  186000  203000  179000  201000  193000  84600  85800 
9 113000  223000  334000  500000  217000  177000  203000  164000  261000  189000  86000  82000 
10 112000  208000  342000  465000  229000  169000  206000  155000  282000  187000  86700  83100 
 
11 111000  196000  328000  427000  239000  169000  209000  152000  278000  181000  82500  89500 
12 112000  210000  301000  391000  254000  178000  218000  149000  283000  175000  78600  92800 
13 115000  219000  276000  392000  259000  181000  231000  149000  292000  165000  76800  88700 
14 124000  209000  259000  448000  272000  175000  250000  150000  288000  156000  79300  84100 
15 128000  195000  248000  488000  322000  169000  281000  160000  304000  146000  90000  83300 
 
16 122000  185000  238000  491000  388000  163000  309000  177000  332000  141000  92600  86700 
17 116000  174000  229000  459000  429000  158000  324000  199000  343000  135000  94800  89700 
18 111000  163000  220000  423000  435000  151000  320000  254000  325000  126000  93200  92700 
19 106000  156000  208000  385000  424000  143000  301000  273000  298000  117000  88200  94700 
20 111000  152000  202000  356000  408000  142000  279000  260000  280000  114000  85700  93800 
 
21 117000  150000  194000  338000  388000  144000  261000  247000  263000  107000  90500  97400 
22 113000  151000  185000  328000  360000  141000  260000  239000  250000  103000  99200  103000 
23 108000  150000  172000  317000  333000  142000  263000  235000  242000  103000  108000  112000 
24 105000  143000  154000  300000  317000  151000  268000  232000  234000  102000  107000  115000 
25 106000  147000  137000  286000  300000  152000  282000  224000  230000  97400  110000  112000 
 
26 112000  173000  129000  282000  280000  149000  280000  218000  224000  99400  117000  110000 
27 118000  213000  132000  274000  263000  151000  277000  222000  220000  108000  116000  113000 
28 123000  248000  134000  261000  256000  156000  276000  222000  214000  111000  108000  112000 
29 127000  284000  134000  251000  ---  152000  271000  212000  208000  108000  106000  114000 
30 134000  304000  134000  244000  ---  149000  263000  204000  206000  109000  119000  130000 
 
31 136000  ---  135000  239000  ---  155000  ---  199000  ---  110000  131000  --- 

MEAN 118500 196900 225800 341300 286900 172100 244700 207900 244100 147800 97370 102600
MAX 138000 304000 342000 534000 435000 247000 324000 273000 343000 207000 131000 134000
MIN 105000 134000 129000 128000 195000 141000 162000 149000 173000 97400 76800 82000
IN. 0.19 0.31 0.37 0.55 0.42 0.28 0.38 0.34 0.38 0.24 0.16 0.16


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1933 - 2005, BY WATER YEAR (WY)
MEAN 148200 156600 142500 136700 164300 249600 324600 323300 290900 238100 155600 142000
MAX 589600 389000 531700 341300 350400 542000 731000 655800 584100 765500 768000 539300
(WY) 1987 1986 1983 2005 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 2004 CALENDAR YEAR FOR 2005 WATER YEAR WATER YEARS 1933 - 2005
ANNUAL MEAN 212900      198100      206400     
HIGHEST ANNUAL MEAN 446000      1993
LOWEST ANNUAL MEAN 71730      1934
HIGHEST DAILY MEAN 500000          May 31 534000          Jan 8 978000      Aug 7 1993
LOWEST DAILY MEAN 84200          Feb 20 76800          Aug 13 24700      Jan 21 1940
ANNUAL SEVEN-DAY MINIMUM 89200          Feb 16 82100          Aug 8 26700      Jan 20 1940
MAXIMUM PEAK FLOW 539000          Jan 8 996000      Aug 7 1993
MAXIMUM PEAK STAGE 35.20     Jan 8 45.91 May 23 1995
INSTANTANEOUS LOW FLOW 75500          Aug 13 23400      Dec 13 1937
ANNUAL RUNOFF (INCHES) 4.07 3.77 3.93
10 PERCENT EXCEEDS 395000      312000      402000     
50 PERCENT EXCEEDS 185000      186000      166000     
90 PERCENT EXCEEDS 111000      101000      76300     



Table of Contents

Introduction

Station Descriptions

Surface-Water Data

Ground-Water Data

Meteorological Data

Biological Data