1979
DOI: 10.2516/ogst:1979014
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Influence du gradient de seuil sur des essais de remontée de pression et d'écoulement dans les puits.

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Cited by 5 publications
(12 citation statements)
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“…an applied pressure gradient above which the fluid flows) which he called the friction constant, and he stated that the response to the pressure is then linear post-yield. Such a simple piecewise-linear model of the flow dependence on the applied pressure gradient was then assumed to apply for flows in porous media in work by Pascal (1979Pascal ( , 1981Pascal ( , 1983. Bernardiner and Protopapas (1994), in a review of pre-1994 Russian literature, also assume this model; they cite experimental work involving viscoplastic fluids, and Newtonian flows through argillaceous soils, the latter being very similar to Bingham's suspensions.…”
Section: Introductionmentioning
confidence: 99%
“…an applied pressure gradient above which the fluid flows) which he called the friction constant, and he stated that the response to the pressure is then linear post-yield. Such a simple piecewise-linear model of the flow dependence on the applied pressure gradient was then assumed to apply for flows in porous media in work by Pascal (1979Pascal ( , 1981Pascal ( , 1983. Bernardiner and Protopapas (1994), in a review of pre-1994 Russian literature, also assume this model; they cite experimental work involving viscoplastic fluids, and Newtonian flows through argillaceous soils, the latter being very similar to Bingham's suspensions.…”
Section: Introductionmentioning
confidence: 99%
“…In the present paper we shall adopt Pascal's model (Pascal [1,2] to describe how a Bingham fluid flows within a homogeneous and isotropic porous medium. This is a piecewise linear relationship between the fluid velocity and the applied pressure gradient and it may be expressed as follows,…”
Section: Governing Equationsmentioning
confidence: 99%
“…This correction needs to be found because T c was chosen to be the reference temperature and therefore the corresponding hydrostatic pressure gradient is incorrect if an overall zero mean flux is to be maintained. To illustrate this, if we choose to consider a Newtonian fluid (Rb = 0) in a channel with external heating only (Ra i = 0), then p z = 1 2 Ra corresponds to a zero mean flow, and w = Ra(x − 1 2 ). A similar analysis for solely internal heating yields p z = 1 12 Ra i .…”
Section: Numerical Solutionsmentioning
confidence: 99%
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“…Just as the Navier-Stokes equations, which apply for a clear Newtonian fluid, are replaced by Darcy's law, which applies in a porous medium, so it is that the usual yield-stress form of the Navier-Stokes equations, which gives zero shear when stresses are less than the yield stress, needs to be replaced by a Darcy-Bingham law. The first papers which presented such a law were those by Pascal (1979Pascal ( , 1981. This law appears later, see Eq.…”
Section: Introductionmentioning
confidence: 96%