Apart from advection and diffusion/dispersion, other physical and chem
ical processes can affect the movement of solute through a porous medi
um. The classical advection-dispersion equation does not usually model
adequately the breakthrough curves resulting from such effects. The t
wo-region model (TRM) is an attempt to model succinctly and easily the
effects of physical and/or chemical nonequilibrium. Physical nonequil
ibrium is the focus of this paper. The additional parameters appearing
in the TRM are the ratio of mobile to total pore fluid, beta, and the
apparent transfer rate of the solute between the mobile and the immob
ile regions, alpha. Meaning is ascribed to these parameters by identif
ying the various ways in which physical nonequilibrium can arise. An e
xamination of published data shows that the dominant trend is a linear
variation of the transfer rate alpha with mobile fluid velocity V-m.
In order to develop an approach incorporating all porous media types,
timescales of solute transport are identified and compared to the mass
transfer timescale (1/alpha). It was found that the local advection t
imescale best characterizes the mass transfer timescale. Two trends we
re observed for the mobile water fraction beta. For aggregated/saturat
ed porous media, beta was found to be constant or decreased with incre
asing pore water velocity, while for partially saturated soils, beta w
as constant or increased with increasing moisture content.