1969
DOI: 10.1007/bf01020473
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The source-type solution in the problem of unsteady filtration in a medium with random nonuniformity

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Cited by 18 publications
(30 citation statements)
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“…Note that this conclusion (similarly to the case d = 2) is in agreement with previous studies valid for flows driven by a source of deterministic strength (Shvidler 1966;Dagan 1982;Indelman and Abramovich 1994;Indelman 2001), since far Fig. 1 The r 2 order correction w d (x) to the mean Green function as function of the normalized distance x/I from the source enough from the singularity the Dirichlet boundary condition has no influence.…”
Section: Two-dimensional Formationsupporting
confidence: 89%
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“…Note that this conclusion (similarly to the case d = 2) is in agreement with previous studies valid for flows driven by a source of deterministic strength (Shvidler 1966;Dagan 1982;Indelman and Abramovich 1994;Indelman 2001), since far Fig. 1 The r 2 order correction w d (x) to the mean Green function as function of the normalized distance x/I from the source enough from the singularity the Dirichlet boundary condition has no influence.…”
Section: Two-dimensional Formationsupporting
confidence: 89%
“…Therefore, hydraulics of partially penetrating wells (a wide exposition may be found in Cassiani and Kabala 1998) in heterogeneous aquifers is of definite practical interest (Streltsova 1988;Shad and Teutsch 1994). Most of steady state solutions for well flows in weakly heterogeneous formations are available for fullypenetrating wells in unbounded domains (e.g., Shvidler 1966;Naff 1991;Desbarats 1992;Oliver 1993;Desbarats 1994;Indelman et al 1996;Sanchez-Vila 1997;Fiori et al 1998;Indelman and Dagan 2004). …”
Section: Application To Partially Penetrating Wells Into Semi-infinitmentioning
confidence: 99%
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“…[6] The stochastic approach to modeling flow in random porous media has been developed during the last four decades [e.g., Shvidler, 1966Shvidler, , 1985Dagan, 1989;Gelhar, 1993]. The case investigated mostly is that of steady flow that is uniform in the average.…”
Section: Introductionmentioning
confidence: 99%
“…The first one is to derive the mean flow variables by solving the local flow equations in heterogeneous formation and subsequent averaging the solution. In his pioneering works, Shvidler [1966Shvidler [ , 1985 has developed a perturbation approach to solve a source-type flow and calculated the large time asymptotics of the mean head in isotropic and stratified media. Analytical perturbation methods and Monte-Carlo simulations have been applied to analyze the steady state well flow, mostly in two-dimensional media of random transmissivity [e.g., Oliver, 1990;Naff, 1991;Neuman and Orr, 1993;SanchezVila, 1997;Riva et al, 2001].…”
Section: Introductionmentioning
confidence: 99%