Spatially nonuniform runoff reduces the water quality performance of constant-width filter strips. A geographic information system (GIS)-based tool was developed and tested that employs terrain analysis to account for spatially nonuniform runoff and produce more effective filter strip designs. The computer program, AgBufferBuilder, runs with ArcGIS versions 10.0 and 10.1 (Esri, Redlands, California) and uses digital elevation models to identify detailed spatial patterns of overland runoff to field margins. The tool then sizes filter dimensions according to those patterns using buffer area ratio relationships. The resulting design is larger along segments where more runoff flows and smaller along segments where runoff is less and delivers a constant level of trapping efficiency around the field margin for sediment and sediment-bound pollutants. The tool also can estimate trapping efficiency of existing filter strips or hypothetical configurations. In a validation test, estimates of sediment trapping efficiency using the tool's assessment function compared closely to measurements taken on large field plots in central Iowa. Using AgBufferBuilder, designs developed for a sample of fields in the midwestern United States were estimated to trap nearly double the sediment, on average, during a design storm than constant-width configurations having equivalent total filter area. AgBufferBuilder can be used to bolster environmental performance of filter strips where runoff is spatially nonuniform. The AgBufferBuilder tool is publicly available on the websites http://www2.ca.uky.edu/BufferBuilder and http://nac.unl.edu/tools/ AgBufferBuilder.
Key words: digital elevation model-nonpoint pollution-precision conservation-terrain analysis-vegetative buffer-water qualityVegetative filter strips are installed along margins of crop fields to protect and improve water quality in agricultural watersheds. Filter strips reduce the load of sediment, nutrients, and other pollutants that reach waterways by slowing overland runoff flow from fields and promoting sediment deposition. Typically, they are designed to have a constant width (in the direction of water flow) along a field margin and for field runoff to be uniformly dispersed into and across the entire filter strip (NRCS 2013). Several methods have been developed for determining appropriate widths for filter strips treating spatially uniform runoff (Wong and McCuen 1982; Flanagan et al. 1989; Nieswand et al. 1990;Dillaha and Hayes 1991;Suwandono et al. 1999; NRCS 2007;Dosskey et al. 2008).In many situations, however, overland runoff is not uniformly distributed and instead moves as concentrated flow to and across only portions of a field margin (Dillaha et al. 1986(Dillaha et al. , 1989Fabis et al. 1993;Dosskey et al. 2002;Pankau et al. 2012). A constant-width filter strip is less effective under these conditions than if the flow is uniform (Dickey and Vanderholm 1981;Dillaha et al. 1988Dillaha et al. , 1989Daniels and Gilliam 1996;. For example, a study of farms in ea...