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Atrazine in a Stream-Aquifer System: Estimation of Aquifer Properties from Atrazine Concentration Profiles
Authors:Ralph K. Davis  Darryll T. Pederson  Darryl A. Blum  James D. Carr
Affiliation:Ralph K. Davis earned his Ph.D. in hydrogeology in 1992 at the University of Nebraska, and is an assistant professor in the Department of Earth Sciences and Physics at the University of South Dakota (414 E. Clarke St., University of South Dakota, Vermillion, SD 57069).;Darryll T. Pederson earned his Ph.D. in 1971 at the University of North Dakota, and is a professor in the University of Nebraska Department of Geology and research hydrogeologist in the Conservation and Survey Division (304 Bessey Hall, University of Nebraska, Lincoln, NE 68588).;Darryl A. Blum earned his M.S. in analytical chemistry in 1992 at the University of Nebraska, and is a Ph.D. graduate student in the Department of Chemistry (227 Hamilton Hall, University of Nebraska, Lincoln, NE 68588).;James D. Carr earned his Ph.D. in analytical chemistry in 1966 at Purdue University, and is professor in the University of Nebraska Department of Chemistry (227 Hamilton Hall, University of Nebraska, Lincoln, NE 68588).
Abstract:Lincolns municipal wellfield consists of 44 wells developed in an alluvial aquifer adjacent to the Platte River near Ashland, Nebraska Induced recharge from the river is the primary source of water for the wellfield. Wafer samples were collected on a periodic basis from the Platte River arid two transects of monitoring wells. These samples were analyzed for the herbicide atrazine, which was used as a tracer of induced recharge in this stream-aquifer system. Atrazine concentrations in the river and aquifer were much less than 1.0 ppb during late fall and winter, but increased to as high as 18.9 ppb during spring and summer, associated with runoff from upgradient agricultural lands. There was approximately a 21-day lag time from the first detection of increasing atrazine concentration in the river to the first detection in monitoring wells immediately adjacent to the river. This lag time was relatively constant throughout the year and from one year to the next, even with major fluctuations of river stage and wellfield production. This consistency of lag time indicated that the travel times from the river to the first set of monitoring wells immediately adjacent to the river were fairly constant.
Paths of preferential flow were identified in the aquifer at a depth of 25 to 35 feet below land surface. This aquifer zone appeared to play a significant role in movement of water from beneath the river into the wellfield.
Aquifer dispersivity was calculated using a method described by Hoehn and Santschi (1987). Macrodispersivity (AL) was shown to increase linearly over the scale of the wellfield. Calculated values of AL were within limits of other reported values for this type of aquifer material and agreed well with values reported by Hoehn and Santschi (1987); These findings will be extremely beneficial for planning and management of the municipal wellfield.
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