Laboratory investigation on the longitudinal dispersivity of sand–illite mixtures

Author:

Yang Subin1,Choi Hangseok1,Kim Sewon2,Won Jongmuk3

Affiliation:

1. School of Civil, Environmental and Architectural Engineering, Korea University, Seoul, South Korea

2. Department of Geotechnical Engineering Research, Korea Institute of Civil Engineering and Building Technology, Goyang, South Korea

3. Department of Civil, Urban, Earth, and Environmental Engineering, Ulsan National Institute of Science and Technology, Ulsan, South Korea

Abstract

The longitudinal dispersivity of soil is critical for predicting contaminant transport through a subsurface porous medium. This study conducted laboratory soil-column experiments to investigate the longitudinal dispersivity of sand–illite mixtures as a function of travel length and illite content. In addition, the longitudinal dispersivity was evaluated separately from breakthrough and tailing curves to identify the difference between breakthroughs and tailings in the sand–illite mixtures. The longitudinal dispersivity increased as the illite content and the travel length increased, which led to a larger fitted standard deviation from the derivatives of the breakthrough curves. In addition, the trends of the Péclet numbers for the sand–illite mixtures were different from those taken from the database of previous studies on pure coarse-grained soils. This suggested that the clay content should be considered when predicting contaminant transport through clay-containing soils.

Publisher

Emerald

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