This paper uses a multiscale statistical framework to estimate groundwater
travel times and to derive conditional travel time probability densities. I
n the applications of interest here travel time uncertainties depend primar
ily on uncertainties in hydraulic conductivity. These uncertainties can be
reduced if the travel times are conditioned on scattered measurements of hy
draulic conductivity and/or hydraulic head. In our approach the spatially d
iscretized log hydraulic conductivity is modeled as a multiscale stochastic
process, where each scale describes the process at a different spatial res
olution. Related dependent variables such as hydraulic head and travel time
are approximated by discrete linear functions of the log conductivity. The
linearization makes it possible to incorporate these variables into effici
ent multiscale estimation and conditional simulation algorithms. We illustr
ate the application of these algorithms by considering two options for esti
mating travel time densities: (1) a Monte Carlo technique which only requir
es linearization of the groundwater flow equation and (2) a Gaussian approx
imation which also requires linearization of Darcy's law and an implicit pa
rticle tracking equation. Both options provide reasonable estimates of the
travel time probability density in a synthetic experiment if the underlying
log hydraulic conductivity variance is small (0.5). When this variance is
increased (to 5.0), the Monte Carlo result is still quite good but the Gaus
sian approximation is unsatisfactory. The multiscale Monte Carlo option is
a very competitive approach for estimating travel time since it provides ac
curate results over a wide range of conditions and it is more computational
ly efficient than competing alternatives. (C) 2000 Elsevier Science Ltd. Al
l rights reserved.