Permeability variation due to sand particles in an infiltration flow using Smoothed Particle Hydrodynamics method

N. Tanimoto, H. Mikada, J. Takekawa
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Abstract

Recent years, sanding phenomenon makes some problems in resource engineering field. One of the characteristic problems is that small sand particles flow in accumulating layer and close pores of the layer. When the pore closed, sand particles prevent fluids from flowing the pore. Because of that, fluid velocity and permeability decrease. This is big problem for efficient produce of resource, so it is wanted to understand the mechanism for solve the problem. In this paper, we researched the mechanism using simulation by Smoothed Particle Hydrodynamics (SPH) method. As a result, we caught a phenomenon that sand particles close a big pore and fluid velocity decreased dynamically. We simulated in four models which has a difference of shape distribution of sand particles. We found that there is visible difference between permeability changing of these models and shape of sand particles is effective for permeability changing.
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用光滑颗粒流体力学方法研究入渗流中砂粒的渗透率变化
近年来,砂化现象给资源工程领域带来了一些问题。其中一个特征性问题是小砂粒在积层中流动,使积层孔隙封闭。当孔隙关闭时,砂粒阻止流体流过孔隙。因此,流体速度和渗透率降低。这是资源高效生产的一大难题,因此需要了解解决这一问题的机理。本文采用光滑粒子流体力学(SPH)方法对其机理进行了仿真研究。结果发现,砂粒封闭大孔隙,流体速度动态下降。我们用四种不同的模型模拟了沙粒的形状分布。研究发现,不同模型的渗透率变化存在明显差异,砂粒形状对渗透率变化的影响较大。
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