Experimental And Numerical Simulation Of Contaminant Transport Through Layered Soil

Abstract

In this study, the solute transport through saturated multi-layer soils was studied in the laboratory using the soil column experiment. Sodium chloride was used as a conservative chemical and sodium fluoride as a reactive chemical in the experiment. During the experiment, a pulse-type boundary condition was used. An implicit finite-difference numerical analysis was also carried out to get the numerical solution of advective–dispersive transport including equilibrium sorption and first-order degradation constant for the multi-layered soil. The results of experimental breakthrough curves (BTCs) showed that the order in which the soil layers were stratified in a water-saturated profile did not influence the effluent solute concentration distribution. The results also show the effect of column Peclet number, retardation factor, and first-order degradation coefficient on BTCs for the solute transport in multi-layered soils

RAS ID

18967

Document Type

Journal Article

Date of Publication

1-1-2014

Faculty

Faculty of Health, Engineering and Science

School

School of Engineering

Copyright

subscription content

Publisher

Maney Publishing

Comments

Sharma, P., Sawant, V., Shukla, S. K., & Khan, Z. (2014). Experimental and numerical simulation of contaminant transport through layered soil. International Journal of Geotechnical Engineering, 8(4), 345-351. Available here

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Link to publisher version (DOI)

10.1179/1939787913Y.0000000014