G. Christakos et al., STOCHASTIC DIAGRAMMATIC ANALYSIS OF GROUNDWATER-FLOW IN HETEROGENEOUSPOROUS-MEDIA, Water resources research, 31(7), 1995, pp. 1687-1703
The diagrammatic approach is an alternative to standard analytical met
hods for solving stochastic differential equations governing groundwat
er flow with spatially variable hydraulic conductivity. This approach
uses diagrams instead of abstract symbols to visualize complex multifo
ld integrals that appear in the perturbative expansion of the stochast
ic flow solution and reduces the original flow problem to a closed set
of equations for the mean and the covariance functions. Diagrammatic
analysis provides an improved formulation of the flow problem over con
ventional first-order series approximations, which are based on assump
tions such as constant mean hydraulic gradient, infinite flow domain,
and neglect of cross correlation terms. This formulation includes simp
le schemes, like finite-order diagrammatic perturbations that account
for mean gradient trends and boundary condition effects, as well as mo
re advanced schemes, like diagrammatic porous media description operat
ors which contain infinite-order correlations. In other words, diagram
matic analysis covers not only the cases where low-order diagrams lead
to good approximations of flow, but also those situations where low-o
rder perturbation is insufficient and a more sophisticated analysis is
needed. Diagrams lead to a nonlocal equation for the mean hydraulic g
radient in terms of which necessary conditions are formulated for the
existence of an effective hydraulic conductivity. Three-dimensional fl
ow in an isotropic bounded domain with Dirichlet boundary conditions i
s considered, and an integral equation for the mean hydraulic head is
derived by means of diagrams. This formulation provides an explicit ex
pression for the boundary effects within the three-dimensional flow do
main. In addition to these theoretical results, the numerical performa
nce of the diagrammatic approach is tested, and useful insight; is obt
ained by means of one-dimensional flow examples where the exact stocha
stic Solutions are available.