Many subsurface solute transport studies employ numerical modeling techniqu
es to estimate solute arrival times. Simplifying assumptions must be made t
o define the modeling domain within a mathematical framework. One common as
sumption is that the vertical flow is negligible such that the flow field c
an be simulated with a two-dimensional model. Reducing the vertical dimensi
on reduces the number of flow paths that a solute can take. In a heterogeno
us medium, artificially removing the 3rd dimension may lead to erroneous re
sults. We investigate the error in the simulated solute breakthrough associ
ated with a two-dimensional model. We also use a stochastic solution of sol
ute arrival time to derive a transform of a two-dimensional ln (k) field so
that solute transport more closely resembles three-dimensional transport b
ehavior. The moment equations for two- and three-dimensional domains were s
olved simultaneously to calculate this transform. The results indicate that
the removal of the vertical variability (3D --> 2D) introduces a 5-10% err
or in the predicted solute breakthrough. The error tends to increase with i
ncreased hydraulic conductivity variance. Numerical experiments confirm tha
t the transform developed herein decreases the relative error of particle b
reakthrough curves.