SINGLE-PHASE FLOWS IN SWELLING, LIQUID-ABSORBING POROUS MEDIA: A DERIVATION OF FLOW GOVERNING EQUATIONS USING THE VOLUME AVERAGING METHOD WITH A NONDETERMINISTIC, HEURISTIC APPROACH TO ASSESSING THE EFFECT OF SOLID-PHASE CHANGES

2014 ◽  
Vol 17 (10) ◽  
pp. 915-935 ◽  
Author(s):  
Krishna M. Pillai
2019 ◽  
Vol 141 (8) ◽  
Author(s):  
Carlos Zing ◽  
Shadi Mahjoob

Thermal management has a key role in the development of advanced electronic devices to keep the device temperature below a maximum operating temperature. Jet impingement and high conductive porous inserts can provide a high efficiency cooling and temperature control for a variety of applications including electronics cooling. In this work, advanced heat management devices are designed and numerically studied employing single and multijet impingement through porous-filled channels with inclined walls. The base of these porous-filled nonuniform heat exchanging channels will be in contact with the devices to be cooled; as such the base is subject to a high heat flux leaving the devices. The coolant enters the heat exchanging device through single or multijet impingement normal to the base, moves through the porous field and leaves through horizontal exit channels. For numerical modeling, local thermal nonequilibrium model in porous media is employed in which volume averaging over each of the solid and fluid phase results in two energy equations, one for solid phase and one for fluid phase. The cooling performance of more than 30 single and multijet impingement designs are analyzed and compared to achieve advantageous designs with low or uniform base temperature profiles and high thermal effectiveness. The effects of porosity value and employment of 5% titanium dioxide (TiO2) in water in multijet impingement cases are also investigated.


2001 ◽  
Author(s):  
V. S. Travkin ◽  
K. Hu ◽  
I. Catton

Abstract The history of stochastic capillary porous media transport problem treatments almost corresponds to the history of porous media transport developments. Volume Averaging Theory (VAT), shown to be an effective and rigorous approach for study of transport (laminar and turbulent) phenomena, is used to model flow and heat transfer in capillary porous media. VAT based modeling of pore level transport in stochastic capillaries results in two sets of scale governing equations. This work shows how the two scale equations could be solved and how the results could be presented using statistical analysis. We demonstrate that stochastic orientation and diameter of the pores are incorporated in the upper scale simulation procedures. We are treating this problem with conditions of Bi for each pore is in a range when Bi ≳ 0.1 which allows even greater distinction in assessing an each additional differential, integral, or integral-differential term in the VAT equations.


1980 ◽  
Vol 20 (06) ◽  
pp. 430-438 ◽  
Author(s):  
W. Fred Ramirez ◽  
Patrick J. Shuler ◽  
Francois Friedman

Abstract Using the theory of volume averaging, we have shown that molecular diffusion, mass tortuosity, and mechanical mixing contribute to the mass-dispersion coefficient. A series of experiments were conducted on the system Triton X-100(TM) surfactant, n-decane oil, and water to determine the contribution of each mechanism to the total-dispersion matrix for flow through fired Berea sandstone. The dynamics of adsorption and the effect of dead-space volume are considered for the single-phase transport of surfactant through fired Berea. A new dynamic asdorption model is developed which considers both mass transfer to the fluid/solid surface and a kinetic surface-adsorption mechanism. Both kinetic adsorption and mass-transfer rate mechanisms are shown to be important over a wide range of injection rates. Introduction It recently has been proposed to inject surfactants into oil-bearing reservoirs to improve the efficiency of the oil recovery process. To understand the effects that surfactants have on the recovery of oil, both the physical and chemical behavior of the oil/surfactant/water interface must be understood in terms of interfacial properties as well as the mass-transport properties of surfactants in porous media. This work presents a systematic study of the physical processes affecting the transport of a surfactant through a porous medium.First, experiments are presented for the determination of the diffusion, tortuosity, and mechanical mixing effects of the dispersion coefficient for both single-phase and two-phase flow in porous media. Finally, adsorption and dead-space volume effects are considered for the single-phase transport of surfactant through fired Berea.The system chosen for study is described as follows. Water Phase. Deionized distilled water was used since its purity ensured constant chemical properties. Oil Phase. Commercial grade n-decane was chosen because it has a low viscosity to ensure a favorable mobility ratio. Solid Phase. The porous medium used in this work was Berea sandstone. The rock was kiln-fired before use to dehydrate and deactivate the clay material. Water Soluble Solutes. Sucrose. It was necessary in some experiments to have tracer solutions with a nonadsorbing solute. Aqueous sucrose solutions were used since they do not interact with either the solid or oil phase. Analysis for concentration was by refractive index. Triton X-100. This commercial nonionic detergent manufactured by Rohm and Haas offered several desirable properties. It is very water-soluble and virtually insoluble in alkane hydrocarbons. In addition, aqueous solutions have been shown to have very little effect on the contact angle on sandstone. Also, the analysis of surfactant concentration can be done conveniently and accurately by ultraviolet spectroscopy. Mass Dispersion Coefficient Using the theory of volume averaging, it has been shown that molecular diffusion D, mass tortuositym, and mechanical mixing F contribute to the mass-dispersion coefficient. K=D(1+ m) + F(v).........................(1) SPEJ P. 430^


Water ◽  
2021 ◽  
Vol 13 (6) ◽  
pp. 779
Author(s):  
Krishna Pillai ◽  
Aman Raizada

The process of transport and trapping of arsenic ions in porous water filters is treated as a classic mass transport problem which, at the pore scale, is modeled using the traditional convection-diffusion equation, representing the migration of species present in very small (tracer) amounts in water. The upscaling, conducted using the volume averaging method, reveals the presence of two possible forms of the macroscopic equations for predicting arsenic concentrations in the filters. One is the classic convection-dispersion equation with the total dispersion tensor as its main transport coefficient, and which is obtained from a closure formulation similar to that of the passive diffusion problem. The other equation form includes an additional transport coefficient, hitherto ignored in the literature and identified here as the adsorption-induced vector. These two coefficients in the latter form are determined from a system of two closure problems that include the effects of both the passive diffusion as well as the adsorption of arsenic by the solid phase of the filter. This theoretical effort represents the first serious effort to introduce a detailed micro–macro coupling while modeling the transport of arsenic species in water filters representing homogeneous porous media.


2012 ◽  
Vol 12 (2) ◽  
pp. 269-280 ◽  
Author(s):  
Y. C. Tai ◽  
C. Y. Kuo

Abstract. We propose a saturated binary mixture model for debris flows of the Coulomb-mixture type over temporally varying topography, where the effects of erosion and deposition are considered. Due to the deposition or erosion processes, the interface between the moving material and the stagnant base is a non-material singular surface. The motion of this singular surface is determined by the mass exchange between the flowing layer and the ground. The ratio of the relative velocity between the two constituents to the velocity of the solid phase is assumed to be small, so that the governing equations can be reduced to a system of the quasi-single-phase type. A shock-capturing numerical scheme is implemented to solve the derived equation system. The deposition shapes of a finite mass sliding down an inclined planary chute are investigated for a range of mixture ratios. The geometric evolution of the deposition is presented, which allows the possibility of mimicking the development of levee deposition.


1967 ◽  
Vol 7 (04) ◽  
pp. 333-341 ◽  
Author(s):  
W.R. Foster ◽  
J.M. McMillen ◽  
A.S. Odeh

Abstract The complete equations of average linear momentum balance for a single-phase fluid in an incompressible, homogeneous, porous medium are derived. The derivation begins with Euler's equation of motion /or a continuum and uses an integral transform recently developed by Slattery. For steady flow of compressible, Newtonian fluid, the usual equations of motion result. For transient flow, the space-time description of the pressure is determined in the lowest approximation by the telegrapher's equation. From the analysis a new phenomenological coefficient results which connects the viscous traction to the derivative of the linear momentum density. The magnitude of this coefficient determines the velocity of sound through the pore structure in this approximation to the pressure field. Introduction The modification of Darcy's law of momentum balance for steady, single-phase flow through porous media has been discussed for many years, The first modification was suggested by Forcheimer who added terms of higher order in the velocity. These can be expected to appear because the underlying microscopic equations of momentum balance are themselves nonlinear in the point velocity field. The Reynolds tensor pvv, which represents the convective flux of momentum density, appears in the momentum balance equation. Only in rectilinear flow (parallel stream lines) does the divergence of this tensor vanish. Since the steady flow stream lines in most porous media are not parallel, nonlinear dependence of the pressure gradient on the velocity should naturally appear. This nonlinearity has nothing to do with turbulence in the ordinary sense of random fluctuations in the pressure and velocity fields. It arises simply because the stream lines converge and diverge, even for steady flows. Klinkenberg demonstrated that the permeability coefficient in Darcy's law depends on the absolute pressure or, alternatively, on the density field. however, because he neglected inertial terms of the Forcheimer type, his correction coefficient could not be represented by a constant but tended toward a constant as the velocity decreased. Forcheimer's and Klinkenberg's modifications can be combined in a rigorous way to account for both inertia and slip during steady flow. This will be shown in a future paper. The transient change of pressure in porous media has been described by the diffusion equation. This form results from eliminating the velocity and density fields from a combination of the equations of motion in the form of Darcy's law, the continuity equation and an equation of state. Fatt suggested that the cause of deviations from the prediction of the diffusion equation for pressure transients lies not in the choice of Darcy's law as the equation of motion but on the existence of dead-end pores which might invalidate the averaged equation of continuity. On the other hand, Oroveanu and Pascal noted that the time derivative of the momentum density must be included in the equations of motion since this measures the local rate of change of momentum density. Their differential equation for pressure is the telegrapher's equation (neglecting gravity). However, their form of this equation predicts that the speed of pressure propagation through the pore structure is the same as that through the bulk fluid. M. K. Hubbert attempted a derivation of Darcy's law by volume averaging the Navier-Stokes equations. Since these equations represent momentum balance at a point within an open set of points containing the fluid itself, Hubbert's volume averaging cannot lead to terms involving transfer of momentum between the fluid and the walls of the pores. SPEJ P. 333ˆ


Author(s):  
A. Vadnjal ◽  
I. Catton

Volume averaging theory (VAT) is used to develop acoustic governing equations and consistent closure for one dimensional wave propagation in a heterogeneous porous media. These equations are based on continuum mechanics and scaled to delineate the parameters governing wave propagation in the media. The parameters can be evaluated for different media and be the basis for calculation of the performance of a given porous media. Comparison with experimental data are made and the comparison is very good. More general closure parameters will require experimental measurement to give appropriate models of non-homogeneous, media.


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