A General Governing Equation for Flow of Fluids in Porous Media

S. Moaveni
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Abstract

A general differential equation governing the motion of a fluid through porous media is formulated by applying the momentum balance to a formal control volume. The porous medium in the control volume is modeled as an assemblage bundle of hypothetical conduits through which fluid is transported across the medium. The momentum equation employed, will account for the rate of momentum influx and efflux by virtue of the bulk fluid motion in and out of control volume. This formulation will also take into consideration a net shear force acting on the surface of the control volume. The pressure forces acting on the fluid surfaces of the volume element and the resultant viscous force of the fluid acting on the interior wetted surfaces of hypothetical conduits are also included in the model. Furthermore, it is shown that equation of motion reduces to the familiar Darcy’s Law for slow flow rates; for higher velocities, it transforms into Forchheimer relationship. For non-uniform velocity fields, the governing equation yields additional cross-stream-inertia term and a drag term which do not appear in other formulations. In the absence of inertia effects, the derived equation of motion reduces to Brinkman’s findings. In addition, the individual coefficients of the expressions in the momentum equation are explicitly derived in terms of fluid properties, size characteristics of a given medium and some unknown coefficients. A procedure for extracting the unknown coefficients will also be discussed.
多孔介质中流体流动的一般控制方程
通过将动量平衡应用于形式控制体积,可以建立控制流体通过多孔介质运动的一般微分方程。控制体积中的多孔介质被建模为假设的管道束,流体通过这些管道在介质中传输。所采用的动量方程将考虑动量流入和流出的速率,这是由于体积流体在控制体积内和控制体积外的运动。该公式还将考虑作用在控制体积表面上的净剪切力。该模型还包括作用在体积单元流体表面上的压力和作用在假设管道内湿表面上的流体的综合粘性力。进一步证明,在慢流速下,运动方程可归结为我们熟悉的达西定律;对于更高的速度,它转化为福希海默关系。对于非匀速场,控制方程产生了其他公式中没有出现的额外的横流惯性项和阻力项。在没有惯性效应的情况下,导出的运动方程可以归结为布林克曼的发现。此外,根据流体性质、给定介质的尺寸特性和一些未知系数,明确推导了动量方程中各表达式的个别系数。还将讨论提取未知系数的程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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