In the context of municipal solid waste and hazardous waste disposal, the n
otion of "equivalence" between different barrier designs appears in regulat
ory documents from several industrialized countries. While in the past, equ
ivalence has been thought of mainly in terms of contaminant travel times, i
n recent years it has been defined more in terms of the magnitude of a disp
osal site's potential impact on groundwater resources. This paper presents
some original analytical solutions to the problem of contaminant migration
through a multi-layered mineral barrier. The solutions account for the two
major mechanisms of subsurface contaminant migration, namely, advection and
diffusion-dispersion. An example application using the proposed solutions
and a numerical model illustrates how one multi-layered mineral barrier can
be considered superior to another from a strictly hydro-dispersive viewpoi
nt. The influence of partial saturation of the mineral barrier is investiga
ted using a numerical solution to the Richards equation for unsaturated flo
w. It is emphasized that conclusions relative to the superiority of one mul
ti-layered barrier, with respect to another, should not only consider hydro
-dispersive aspects, but also other processes such as the mechanical and ch
emical evolutions of the different barrier components. Although such phenom
ena are poorly addressed by existing models, failure to take them into acco
unt, at least in a qualitative fashion, may lead to unconservative conclusi
ons with respect to barrier equivalence. (C) 2001 Elsevier Science B.V. All
rights reserved.