THE PROBLEM OF A NONLINEAR FILTRATION PRESSURE FIELD IN AN ENVIRONMENT WITH A WEAKLY COMPRESSIBLE SKELETON

A. I. Filippov, O. V. Akhmetova
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Abstract

The solution of the problem of the pressure field during filtration of a compressible fluid in a porous medium with an incompressible skeleton in the presence of high-amplitude disturbances is presented. The equation describing pressure changes during field development takes into account the compressibility of the fluid and is presented in a nonlinear form. The known dependences of the density of the filtered medium on the pressure are approximated by a linear function. The movement is assumed to be one-dimensional and horizontal. The porosity, density and permeability of the porous medium skeleton, as well as the viscosity of the filtered medium are considered constant. The solution of the problem is found using an asymptotic expansion by a formal parameter added in the problem as a factor to the compressibility of the fluid. An approximate analytical solution of the nonlinear problem of the filtration pressure field in the zero and first approximations is found. The zero and first coefficients are represented by solutions of quasi-stationary equations, in which time is included as a parameter through the dimensions of the perturbation zone determined by the law of conservation of mass. It is established that taking into account the nonlinearity leads to a decrease in the size of the zone of disturbances of the pressure field. An approach to determining the upper boundary of the perturbation zone in nonlinear problems of this kind, which is based on the use of conservation laws, is proposed. It is shown that the special case of the zero approximation coincides with the solution of the linear problem obtained by the method of changing successive stationary states. The expressions found expand the possibilities of studying high-amplitude filtration processes, and the proposed approach removes the limitations of classical approaches associated with neglecting the dependence of fluid density on pressure in the divergent term of the continuity equation. The method used makes it possible to construct analytical expressions for decomposition coefficients orders of magnitude higher than the first, in addition, it creates the possibility of studying the contribution of nonlinearity caused by the dependence of permeability and viscosity on pressure.
弱可压缩骨架环境中的非线性过滤压力场问题
本文介绍了在存在高振幅扰动的情况下,可压缩流体在具有不可压缩骨架的多孔介质中过滤时压力场问题的解决方案。描述压力场发展过程中压力变化的方程考虑了流体的可压缩性,并以非线性形式呈现。过滤介质密度与压力的已知关系用线性函数近似表示。运动假定为一维水平运动。多孔介质骨架的孔隙率、密度和渗透率以及过滤介质的粘度被视为常数。该问题的解法是通过在问题中添加一个形式参数作为流体的可压缩性因子进行渐近展开求得的。在零近似和一近似情况下,找到了过滤压力场非线性问题的近似解析解。零系数和第一系数由准稳态方程的解来表示,其中时间作为一个参数,通过质量守恒定律确定的扰动区的尺寸包含在内。研究表明,考虑到非线性因素,压力场扰动区的面积会减小。提出了一种基于守恒定律的方法来确定此类非线性问题中扰动区的上边界。结果表明,零近似的特殊情况与通过改变连续静止状态的方法获得的线性问题解相吻合。所发现的表达式扩展了研究高振幅过滤过程的可能性,而且所提出的方法消除了经典方法因忽略连续性方程发散项中流体密度对压力的依赖性而受到的限制。所使用的方法使得构建比第一个分解系数高几个数量级的分解系数的分析表达式成为可能,此外,它还为研究渗透性和粘度对压力的依赖性所导致的非线性贡献提供了可能性。
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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