Station list     Available data
LOWER MISSISSIPPI RIVER BASIN


07022000       MISSISSIPPI RIVER AT THEBES, IL

 
(National Stream-Quality Accounting Network Station)
 

LOCATION.-- Lat 37°13'00", long 89°27'50" (NAD of 1927), 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 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.

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: Extreme 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. 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, in CFS, WATER YEAR OCTOBER 2001 TO SEPTEMBER 2002
DAILY MEAN VALUES
DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP
 
1 136000  146000  157000  99600  173000  157000  206000  439000  445000  246000  149000  186000 
2 131000  143000  163000  104000  272000  159000  192000  454000  406000  240000  147000  179000 
3 125000  138000  163000  101000  313000  164000  180000  454000  375000  232000  143000  170000 
4 116000  136000  164000  96200  293000  168000  181000  441000  360000  227000  136000  162000 
5 106000  137000  164000  94000  257000  168000  182000  427000  351000  222000  130000  153000 
 
6 102000  137000  163000  94200  222000  159000  182000  410000  339000  219000  128000  144000 
7 105000  139000  157000  97700  200000  143000  181000  401000  327000  214000  125000  134000 
8 105000  137000  148000  99500  183000  136000  183000  441000  330000  209000  125000  127000 
9 108000  131000  140000  98500  169000  152000  193000  508000  342000  204000  125000  124000 
10 112000  125000  134000  101000  160000  192000  201000  564000  353000  198000  123000  122000 
 
11 118000  126000  132000  107000  156000  198000  221000  606000  363000  196000  118000  123000 
12 118000  127000  135000  108000  154000  207000  239000  640000  378000  193000  120000  121000 
13 124000  124000  143000  106000  149000  212000  243000  704000  402000  194000  122000  121000 
14 141000  121000  155000  108000  147000  205000  247000  749000  420000  196000  125000  125000 
15 145000  118000  164000  108000  147000  197000  245000  757000  441000  194000  128000  126000 
 
16 145000  114000  175000  109000  149000  205000  234000  771000  453000  186000  133000  126000 
17 144000  112000  227000  105000  148000  209000  224000  814000  453000  177000  135000  126000 
18 142000  111000  262000  103000  142000  207000  225000  828000  444000  165000  136000  126000 
19 144000  108000  261000  103000  137000  209000  228000  807000  427000  159000  139000  127000 
20 148000  106000  247000  99500  146000  230000  233000  775000  405000  157000  136000  126000 
 
21 152000  105000  232000  99500  147000  231000  248000  738000  378000  153000  144000  131000 
22 156000  104000  212000  97900  140000  222000  275000  692000  347000  155000  156000  131000 
23 148000  104000  202000  95800  140000  220000  318000  649000  320000  161000  158000  123000 
24 141000  101000  199000  103000  151000  213000  340000  606000  301000  160000  157000  116000 
25 156000  101000  187000  104000  160000  213000  344000  559000  287000  159000  171000  115000 
 
26 175000  115000  167000  108000  170000  247000  353000  520000  280000  157000  206000  114000 
27 180000  124000  152000  105000  173000  242000  352000  494000  271000  155000  218000  110000 
28 168000  122000  145000  103000  164000  226000  356000  482000  262000  150000  213000  104000 
29 159000  127000  131000  103000  ---  220000  373000  487000  255000  147000  205000  98800 
30 158000  140000  114000  106000  ---  223000  408000  486000  249000  144000  195000  96200 
 
31 151000  ---  103000  117000  ---  220000  ---  472000  ---  144000  189000  --- 

MEAN 137400 122600 170900 102700 177200 198500 252900 586300 358800 184300 149500 129600
MAX 180000 146000 262000 117000 313000 247000 408000 828000 453000 246000 218000 186000
MIN 102000 101000 103000 94000 137000 136000 180000 401000 249000 144000 118000 96200
IN. 0.22 0.19 0.28 0.17 0.26 0.32 0.40 0.95 0.56 0.30 0.24 0.20


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1933 - 2002, BY WATER YEAR (WY)
MEAN 149800 157200 142100 134600 164600 252500 329700 325700 290300 239600 157100 142900
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 2001 CALENDAR YEAR FOR 2002 WATER YEAR WATER YEARS 1933 - 2002
ANNUAL MEAN 241400      214500      207600     
HIGHEST ANNUAL MEAN 446000      1993
LOWEST ANNUAL MEAN 71730      1934
HIGHEST DAILY MEAN 613000          Jun 13 828000          May 18 978000      Aug 7 1993
LOWEST DAILY MEAN 76200          Jan 2 94000          Jan 5 24700      Jan 21 1940
ANNUAL SEVEN-DAY MINIMUM 77400          Jan 1 97300          Jan 3 26700      Jan 20 1940
MAXIMUM PEAK FLOW 838000          May 18 996000      Aug 7 1993
MAXIMUM PEAK STAGE 44.32     May 18 45.91 May 23 1995
INSTANTANEOUS LOW FLOW 93300          Jan 5 23400      Dec 13 1937
ANNUAL RUNOFF (INCHES) 4.60 4.08 3.96
10 PERCENT EXCEEDS 446000      414000      405000     
50 PERCENT EXCEEDS 187000      159000      167000     
90 PERCENT EXCEEDS 104000      106000      75900     



Table of Contents

Introduction

Station Descriptions

Surface-Water Data

Ground-Water Data

Meteorological Data

Biological Data