USGS Fact Sheet 074-98
May 1998
Atrazine in Source Water Intended for Artificial Ground-Water Recharge, South-Central
Kansas
By Victoria G. Christensen and Andrew C. Ziegler
Prepared in cooperation with the
CITY OF WICHITA, KANSAS as part of the
EQUUS BEDS GROUND-WATER RECHARGE DEMONSTRATION PROJECT
Atrazine, an herbicide commonly applied to row crops, is of concern because of potential
effects on water quality. This fact sheet describes atrazine in water from the Little
Arkansas River in south-central Kansas. The river is being evaluated as a source of
artificial recharge into the Equus Beds aquifer, which provides water for the city of Wichita.
Table of Contents
Currently, the city of Wichita water supply comes from two primary sources--the Wichita well
field and Cheney Reservoir (fig. 1). The well field withdraws water from the Equus Beds
aquifer, which is the easternmost part of the High Plains aquifer in Kansas
(fig. 1). Because
of expected population growth in the region, the available water supply is not expected to
meet future demands (Warren and others, 1995). The ongoing Equus Beds Ground-Water
Recharge Demonstration Project is evaluating two ground-water recharge techniques,
surface-spreading basins and direct-injection recharge wells, to help meet these increased
demands. The project is a collaborative effort among the following agencies and engineering
consulting firms: city of Wichita, Groundwater Management District No. 2 (Halstead, Kansas),
Bureau of Reclamation and U.S. Geological Survey (both U.S. Department of the Interior
agencies), U.S. Environmental Protection Agency, various Kansas State agencies, Burns and
McDonnell Engineering Consultants (Kansas City, Missouri), and Mid-Kansas Engineering
Consultants (Wichita, Kansas).
The description of atrazine in the Little Arkansas River, presented herein, includes an
examination of daily stream discharge, atrazine concentrations, seasonal atrazine load
distribution, and atrazine yields as related to hydrologic conditions and
herbicide-application practices from January 1995 through December 1997. These data will be
useful in determining the need for surface-water treatment to minimize theeffects of
atrazine before recharging the aquifer.
Land use in the Little Arkansas River Basin is extensively agricultural, with about 78 percent
cropland and 19 percent grassland (fig. 1). The percentage of cropland in principal subbasins is about the
same, as are the percentages of each crop type-about 63 percent wheat, 27 percent sorghum, 5
percent corn, and 5 percent soybeans. Crop data were estimated from county data compiled by
the Kansas Department of Agriculture and U.S. Department of Agriculture (1997).
Data were collected from 1995-97 to document the quality and quantity of water in the Little
Arkansas River (Ziegler and Combs, 1997). Surface-water samples collected by the U.S.
Geological Survey (USGS) used depth- and width-integrating techniques and automated samplers.
The two surface-water sampling sites established for the study of atrazine are USGS gaging
stations on the Little Arkansas River at Highway 50 near Halstead (site 07143672) and the
Little Arkansas River near Sedgwick (site 07144100) (fig. 1). The Halstead gage has a contributing drainage
area of about 686 mi² (square miles), and the gage near Sedgwick has a contributing
drainage area of about 1,163 mi². Both sites are affected by ground-water withdrawals,
surface-water diversions, and return flow from irrigated areas (Putnam and others, 1997, p.
288 and 290).
During the growing season, March through September, automated samplers collected two or more
samples per day at the two sampling sites. During periods of low flow, October through
February, fewer samples were collected, usually one per month. Although the automated sampler
at the Halstead sampling site was discontinued in October 1996, manual samples were still
collected periodically.
About 1,800 samples were analyzed for triazine herbicides by enzyme-linked immunosorbent assay
(ELISA) (Thurman and others, 1990). The ELISA procedure is a cost-efficient and reliable
indicator of atrazine. To confirm this, 191 samples also were analyzed by gas
chromatography/mass spectrometry (GC/MS) to determine specific atrazine concentrations,
which indicated that at least 80 percent of the triazine herbicide concentration determined
by ELISA is atrazine. Therefore, the triazine herbicide concentrations determined by ELISA
are referred to as atrazine in this fact sheet.
Daily mean atrazine concentrations are the average concentrations of samples collected that
day. During the growing season, linear interpolation was used to estimate concentrations
between days with samples collected. On days of low flow during October through February when
no samples were collected, the daily mean atrazine concentration was arbitrarily assigned a
value equal to the ELISA detection limit of 0.10 Îg/L. Annual mean atrazine concentrations
are the averages of the daily atrazine concentrations for each year.
Atrazine, a Triazine Herbicide
Atrazine, one of the triazine herbicides, helps control the growth of weeds through
inhibition of photosynthetic reactions. It is used extensively because it is economical
and effective in reducing crop losses due to weed interference. Atrazine has gained much
attention because of its frequent detection in surface- and ground-water supplies.
Atrazine has a half-life in topsoil of about 60 days, but its half-life is significantly
longer in subsurface soils or in ground water (U.S. Environmental Protection Agency, 1988).
Atrazine is used alone or in combination with other herbicides such as alachlor and
metolachlor, or it is sometimes included in a premix (Regehr and others, 1994).
The State of Kansas has adopted the U.S. Environmental Protection Agency's Maximum
Contaminant Level (MCL) of 3 µg/L (micrograms per liter) for atrazine in drinking
water (Kansas Department of Health and Environment, 1994). The annual mean atrazine
concentration to determine compliance for public-water systems is determined by quarterly
samples. Drinking water with an annual mean atrazine concentration equal to or less than
the MCL is safe to drink over the course of a lifetime (regehr and others, 1993).
Annual mean atrazine concentrations did not exceed the Maximum Contaminant Level (MCL) for
atrazine for any year from 1995 to 1997 at either sampling site (table 1
below). However, daily mean atrazine concentrations in water samples from the two sampling
sites were as large as 34 µg/L during spring and summer runoff
(fig. 2). Concentrations larger than 3.0 µg/L did not occur at other
times of the year.
Table 1. Stream discharges and atrazine concentrations, loads, and
yields
|
Little Arkansas River at Highway 50 near Halstead,
Kansas |
Little Arkansas River near Sedgwick, Kansas |
|
1995 |
1996 |
1997 |
1995 |
1996 |
1997 |
Annual mean stream discharge (cubic feet per second) |
401 |
112 |
208 |
697 |
205 |
329 |
Annual mean atrazine concentration (micrograms per liter) |
0.9 |
1.6 |
-- |
1.4 |
2.2 |
2.6 |
Annual atrazine load (pounds per year) |
2,100 |
1,500 |
-- |
4,100 |
2,200 |
3,200 |
Annual atrazine yield (pounds per square mile) |
3.0 |
2.2 |
-- |
3.5 |
1.9 |
2.8 |
Daily mean stream discharge (cubic feet per second) during 90 percent of
annual load |
4,770 |
1,260 |
-- |
5,830 |
1,180 |
1,270 |
Mean atrazine concentration (micrograms per liter) during 90 percent of
annual load |
5.2 |
13 |
-- |
3.7 |
14 |
11 |
The Sedgwick site had larger annual mean stream discharges than the Halstead site (table 1).
The largest annual mean discharge for both sites occurred in 1995; however, that year had the
smallest annual mean atrazine concentrations. Therefore, the largest atrazine concentrations
did not necessarily correspond with the largest discharges. This indicates that one or more
combinations of physical factors were affecting the concentration of atrazine detected in the
surface-water samples. Possible physical factors include the timing of the runoff and atrazine
application, crop or tillage type, method of application of atrazine, amount of atrazine
applied, and other land-management techniques.
Atrazine loads were calculated to determine when large amounts of atrazine are transported in
the Little Arkansas River (fig. 3). The computation of atrazine loads allow for
an easier comparison between years because they account for hydrologic variability and allow
for a mass-to-mass comparison. Daily atrazine loads (in pounds) were calculated by multiplying
daily mean atrazine concentrations (in micrograms per liter) by daily mean discharge (in cubic
feet per second) and by a unit-conversion factor of 0.00538.
Daily atrazine loads increase with an increase in either discharge or atrazine concentration.
Atrazine is typically applied in early spring when crops are planted; however, this is also
when rainfall generally is the most intense and likely to produce runoff. As a result, daily
atrazine loads were largest during May through July when increases occurred in both discharge
and atrazine concen-tration. In general, the Sedgwick sampling site had larger daily atrazine
loads in 1995 and 1996 than the Halstead sampling site, resulting more from an increase in
discharge at the downstream Sedgwick site than from an increase in atrazine concentration.
Annual mean atrazine loads were calculated by summing the daily loads. The largest annual mean
atrazine loads of 2,100 and 4,100 lb (pounds) at the Halstead and Sedgwick sampling sites,
respectively, occurred in 1995. The smallest loads of 1,500 and 2,200 lb occurred in 1996
(table 1). For the years in which data were available, the largest annual
mean atrazine loads occurred in years of largest discharge, whereas the smallest loads
occurred in years of smallest discharge.
Annual atrazine yield was determined by dividing the annual load by the drainage area. Annual
yield was calculated to account for the difference between the two drainage areas. If the
annual yields were substantially different between the two sampling sites, this could reflect
a difference in land use or land-management practices. In 1995 the larger annual yield of 3.5
lb/mi² (pounds per square mile) occurred at the Sedgwick site, whereas in 1996 the larger
annual yield of 2.2 lb/mi² occurred at the Halstead site. Because the downstream Sedgwick
site had larger discharges both years, the larger annual yield at the Halstead site in 1996 is
probably not due to hydrologic conditions but rather a combination of other physical factors.
These physical factors would be the same as those that affect the atrazine concentration, such
as method of application and crop or tillage type.
Neither sampling site on the Little Arkansas River had an annual mean atrazine concentration
greater than the MCL of 3.0 µg/L (annual mean) for atrazine during the time frame of
this study (table 1). On the basis of an estimated application rate of 1.4
lb/acre (pounds per acre) and about 25 percent of the basin in sorghum and corn, it was
calculated that about 260,000 lb of atrazine were applied to crops in the Little Arkansas
River Basin upstream from Sedgwick during 1995, 1996, and 1997. Of this 260,000 lb, about 1
percent or 2,600 lb were transported annually in surface runoff to the Little Arkansas River.
Ninety percent of this runoff load occurred during a short period of time, generally from May
through July, following application of herbicides. In fact, at the Halstead site, 90 percent
of the atrazine load occurred during about 15 days each year. Similarly, at the Sedgwick
site, 90 percent of the atrazine load occurred during about 40 days each year.
The mean atrazine concentration during this period of 15 or 40 days was between 5.2 and 13
µg/L at the Halstead site and between 3.7 and 14 µg/L at the Sedgwick site. The
large discharge during 90 percent of the annual load transport possibly may be used as an
indicator of when treatment for atrazine is necessary.
Data from this study have defined seasonal distribution of atrazine in the Little Arkansas
River and have provided information related to timing and requirements for treatment of water
withdrawn from the river for artificial recharge. During the growing season when discharge
generally is large and water is available for artificial recharge, atrazine concentrations are
also typically large. Therefore, water treatment prior to recharge may be important to prevent
degradation of the Equus Beds aquifer by atrazine. Water from the Little Arkansas
River is suitable, with regard to atrazine, for recharge during most of the year; however,
this study indicates the value of daily monitoring for atrazine during the growing season.
- Kansas Department of Agriculture and U.S. Department of Agriculture, 1997, Kansas
farm facts: Topeka, Kansas, 118 p.
- Kansas Department of Health and Environment, 1994, Kansas register: Topeka, Kansas,
Secretary of State, v. 13, no. 28, p. 1050-1062.
- Putnam, J.E., Lacock, D.L., Schneider, D.R., Carlson, M.D., and Dague, B.J., 1997,
Water resources data, Kansas, water year 1996: U.S. Geological Survey Water-Data Report
KS-96-1, p. 288 and 290.
- Regehr, D.L., Peterson, D.E., and Hickman, J.S., 1993, Questions and answers about
atrazine: Manhattan, Kansas State University Cooperative Extension Service Publication
MF-1023 (accessed February 7, 1997, on the World Wide Web at URL
http://ianrwww.unl.edu/ianr/pubs/extnpubs/pesticid/g1158.htm.).
- Regehr, D.L., Peterson, D.E., Ohlenbusch, P.D., Fick, W.H., Stahlman, P.W., and
Kuhlman, D.K., 1994, Chemical weed control for field crops, pastures, rangeland, and
noncropland, 1995: Manhattan, Kansas State University, Agricultural Experiment Station,
SRP 718, 52 p.
- Stramel, G.J., 1956, Progress report on the ground-water hydrology of the
Equus beds area, Kansas: Kansas Geological Survey Bulletin 119, part 1, 59 p.
- Thurman, E.M., Meyer, M.T., Pomes, M.L., Perry, C.A., and Schwab, A.P., 1990,
Enzyme-linked immunosorbent assay compared with gas chromato-graphy/mass spectrometry for the
determination of triazine herbicides in water: Analytical Chemistry, v. 62, no. 18, p.
2043-2048.
- U.S. Environmental Protection Agency, 1988, Atrazine-health advisory: Washington,
D.C., Office of Drinking Water, 861 p.
- Warren, D.R., Blain, G.T., Shorney, F.L., and Klein, L.J., 1995, IRP-a case study
from Kansas: Journal of the American Water Works Association, June 1995, p. 57-71.
- Ziegler, A.C., and Combs, L.J., 1997, Baseline data-collection and quality-control
protocols and procedures for the Equus Beds Ground-Water Recharge Demonstration Project near
Wichita, Kansas, 1995-96: U.S. Geological Survey Open-File Report 97-235, 57 p.
For more information please contact:
District Chief
U.S. Geological Survey
4821 Quail Crest Place
Lawrence, Kansas 66049-3839
(785) 842-9909
email: waucott@usgs.gov