R. Ababou, SOLUTION OF STOCHASTIC GROUNDWATER-FLOW BY INFINITE SERIES, AND CONVERGENCE OF THE ONE-DIMENSIONAL EXPANSION, Stochastic hydrology and hydraulics, 8(2), 1994, pp. 139-155
Citations number
21
Categorie Soggetti
Mathematical Method, Physical Science","Water Resources","Environmental Sciences","Statistic & Probability
This paper investigates analytical solutions of stochastic Darcy flow
in randomly heterogeneous porous media. We focus on infinite series so
lutions of the steady-state equations in the case of continuous porous
media whose saturated log-conductivity (lnK) is a gaussian random fie
ld. The standard deviation of lnK is denoted 'sigma'. The solution met
hod is based on a Taylor series expansion in terms of parameter sigma,
around the value sigma = 0, of the hydraulic head (H) and gradient (J
). The head solution H is expressed, for any spatial dimension, as an
infinite hierarchy of Green's function integrals, and the hydraulic gr
adient J is given by a linear first-order recursion involving a stocha
stic integral operator. The convergence of the 'sigma-expansion' solut
ion is not guaranteed a priori. In one dimension, however, we prove co
nvergence by solving explicitly the hierarchical sequence of equations
to all orders. An 'infinite-order stochastic solution is obtained in
the form of a sigma-power series that converges for any finite value o
f sigma. It is pointed out that other expansion methods based on K rat
her than lnK yield divergent series. The infinite-order solution depen
ds on the integration method and the boundary conditions imposed on in
dividual order equations. The most flexible and general method is that
based on Laplacian Green's functions and boundary integrals. Imposing
zero head conditions for all orders greater than one yields meaningfu
l far-field gradient conditions. The whole approach can serve as a bas
is for treatment of higher-dimensional problems.