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Stochastic Analysis of Three‐Dimensional Flow in a Bounded Domain
Author(s) -
Naff R. L.,
Vecchia A. V.
Publication year - 1986
Publication title -
water resources research
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.863
H-Index - 217
eISSN - 1944-7973
pISSN - 0043-1397
DOI - 10.1029/wr022i005p00695
Subject(s) - mathematics , covariance , bounded function , flow (mathematics) , mathematical analysis , logarithm , poisson's equation , hydraulic conductivity , domain (mathematical analysis) , geometry , statistics , geology , soil science , soil water
A commonly accepted first‐order approximation of the equation for steady state flow in a fully saturated spatially random medium has the form of Poisson's equation. This form allows for the advantageous use of Green's functions to solve for the random output (hydraulic heads) in terms of a convolution over the random input (the logarithm of hydraulic conductivity). A solution for steady state three‐ dimensional flow in an aquifer bounded above and below is presented; consideration of these boundaries is made possible by use of Green's functions to solve Poisson's equation. Within the bounded domain the medium hydraulic conductivity is assumed to be a second‐order stationary random process as represented by a simple three‐dimensional covariance function. Upper and lower boundaries are taken to be no‐flow boundaries; the mean flow vector lies entirely in the horizontal dimensions. The resulting hydraulic head covariance function exhibits nonstationary effects resulting from the imposition of boundary conditions. Comparisons are made with existing infinite domain solutions.