Research paper
An evaluation of the factors determining the effectiveness of water quality buffer zones

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Abstract

This study examines the relative role of slope length, slope gradient, surface roughness, and soil hydrologic properties on determining the pollution control effectiveness of vegetated buffer zones. Two models describing buffer conveyance capacity are introduced. The first assumes that pollutant transport through the buffer depends on the energy of overland flow and is based on Bagnold's stream power concept. The second assumes that the buffer effectiveness is a function of total contact time of both surface runoff and throughflow and is based on Darcy's law and the Manning equation. The hydraulic and detention models, respectively, are applied to the problem of estuarine shoreline buffer zone delineation in Carteret County, North Carolina. Results show that where solid-phase pollutants transported as suspended or bedload in overland flow are the major concern, slope gradient is the most critical factor, followed by soil hydraulic conductivity. Where dissolved pollutants that are transported by both surface and subsurface flow are of concern, buffer width is by far the most important factor, with soil moisture storage capacity also playing a role. Methods developed here may be applied to any water quality buffer delineation problem to determine the relative influence of soil properties, geomorphology, and surface conditions.

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