Containment of groundwater contamination using physical barriers can be an
important element of a subsurface remediation program. This work presents s
imple analytical tools for predicting the performance of barriers in terms
of the steady-state contaminant flux across the barrier, the duration of th
e transient period following barrier installation, and the time-dependent c
ontaminant concentration distribution within the barrier. The analytical ex
pressions are developed from approximate boundary layer (BL) solutions to t
he advective-dispersive equation subject to conservative fixed concentratio
n boundary conditions. Critical ranges of important dimensionless quantitie
s are identified for use in barrier performance assessment, for both steady
-state and transient conditions. Comparative calculations made with the BL
equations and more exact semi-analytical solutions are used to characterize
the accuracy and applicability of the BL approach. (C) 2000 Elsevier Scien
ce B.V. All rights reserved.