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Finite analytic numerical method for three-dimensional fluid flow in heterogeneous porous media

机译:异构多孔介质中三维流体流动的有限分析数值方法

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Understanding fluid flows in heterogeneous porous media is fundamental to applied geosciences. The wide connectivity variations in the natural aquifer or oil reservoirs make the equivalent permeability have strong spatial variations. When performing the simulations for subsurface flows, the permeabilities may have strong discontinuities across the interfaces between different grid cells. Utilizing the traditional numerical schemes to simulate flows in strong heterogeneous media, the refinement ratio for the grid cell needs to increase dramatically to get an accurate result. Recently, we proposed a finite analytic numerical scheme to solve the two-dimensional fluid flows in heterogeneous porous media. With only 2 ×2 or 3 ×3 subdivisions, this scheme can provide rather accurate solutions. In this paper, we develop the finite analytic numerical method for solving the three-dimensional fluid flows in heterogeneous porous media. For the rectangular grid system, it is generally proposed that the pressure gradient in a plane normal to the edge joining different permeability regions will tend to infinite as approaching the edge according to a typical power-law solution and the tangential derivate of the pressure along the edge must be of limited value due to the pressure continuity. Consequently, the three-dimensional flow will reduce to the two-dimensional one in the neighborhood around each edge. Such quasi-two-dimensional behavior is then applied to construct a finite analytic numerical scheme. Numerical examples show that the proposed scheme can provide rather accurate solutions with only 2 ×2 ×2 or 3 ×3 ×3 subdivisions and the convergent speed is independent of the permeability heterogeneity. Due to its high calculation efficiency, the proposed scheme is utilized to test the well known LLM (Landau, Lifshitz and Matheron) conjecture, which provides k_(eq)/k_G=exp(1/6σ_(lnk)~2)for the isotropic log-normal porous medium. The numerical results do not support this conjecture for large σlnk, but strongly suggest the linear relation k_(eq)/k_G=1 +1/6σ_(lnk)~2.
机译:了解异质多孔介质中的流体流动是应用的地理学的基础。天然含水层或油藏的宽连接变化使等效的渗透性具有很强的空间变化。在执行地下流动的模拟时,渗透率可以在不同网格单元之间的接口中具有强不连续性。利用传统的数值方案来模拟强异构介质中的流量,网格单元的细化比需要急剧增加以获得准确的结果。最近,我们提出了一种有限的分析数值方案,以解决异质多孔介质中的二维流体流动。只有2×2或3×3个细分,该方案可以提供相当准确的解决方案。在本文中,我们开发了用于求解异质多孔介质中的三维流体流动的有限分析数值方法。对于矩形栅格系统,通常提出,在连接不同渗透区域的边缘的平面中的压力梯度将倾向于根据典型的电力法解决方案和沿着沿线的压力的切向衍生压力衍生由于压力连续性,边缘必须具有有限的值。因此,三维流动将在每个边缘周围的邻域中减少到二维之一。然后应用这种准二维行为来构建有限的分析数值方案。数值示例表明,该方案可以提供相当精确的溶液,仅具有2×2×2或3×3×3细分,收敛速度与渗透性异质性无关。由于其高计算效率,所提出的方案用于测试众所周知的LLM(Landau,Lifshitz和Matheron)猜想,其为各向同性提供K_(EQ)/ K_G = EXP(1 /6σ_(LNK)〜2)对数正常多孔介质。数值结果不支持大ΣLNK的这种猜想,但强烈建议线性关系K_(EQ)/ K_G = 1 + 1 /6σ_(LNK)〜2。

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