Porous Media: Theory and Experiments 1999
DOI: 10.1007/978-94-011-4579-4_20
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Derivation of Matching Conditions at the Contact Surface Between Fluid-Saturated Porous Solid and Bulk Fluid

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Cited by 18 publications
(21 citation statements)
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“…However, when the linearization procedure is performed in the neighborhood of a state in which some velocity fields are not vanishing then inertial terms cannot be neglected, even when Rayleigh modeling hypothesis applies. Finally one should remark that in Ochoa-Tapia and Whitaker (1998) some inertial effects at the interface are considered. However, they deduce no-slip conditions for tangential velocity and a normal-to-the-interface boundary condition by means of an averaging procedure involving "excess quantities".…”
Section: Discussionmentioning
confidence: 99%
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“…However, when the linearization procedure is performed in the neighborhood of a state in which some velocity fields are not vanishing then inertial terms cannot be neglected, even when Rayleigh modeling hypothesis applies. Finally one should remark that in Ochoa-Tapia and Whitaker (1998) some inertial effects at the interface are considered. However, they deduce no-slip conditions for tangential velocity and a normal-to-the-interface boundary condition by means of an averaging procedure involving "excess quantities".…”
Section: Discussionmentioning
confidence: 99%
“…in Baek and Srinivasa (2004) (the spirit of which is very similar to the one adopted here). Several versions of "surface balance of force" or "kinematical boundary conditions" can be found in Deresiewicz (1963), Ciezko and Kubik (1998a-b), Debergue et al (1999), Goyeau et al (2003), Haber and Mauri (1983), Kuznetsov (1997), Le Bars and Grae Worster (2006), Levy and Sanchez-Palencia (1975), Rajagopal and Tao (1995), Sharma (2008), Ochoa-Tapia and Whitaker (1998). Our boundary conditions seem suitable to describe (macroscopically) the behavior of solid material interfaces open to fluid flow.…”
Section: Introductionmentioning
confidence: 96%
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“…Such a system permits to study characteristic traits of the flows in beds of rivers (canals, pipes, lakes) with obstacles at the bottom (such as stones, plants or other structures), cf. [3][4][5][6][7][8][9][10].…”
Section: Motivation Of the Papermentioning
confidence: 99%
“…(1). In analogy to the contact force, a new penalty parameter ε p N is introduced for the efflux of the pore-fluid at the contact boundary as…”
Section: Theory Of Porous Mediamentioning
confidence: 99%