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Simulation of the relationship between porosity and tortuosity in porous media with cubic particles

机译:立方颗粒多孔介质中孔隙度与曲率关系的模拟

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摘要

Tortuosity is an important parameter used in areas such as vascular medicine,neurobiology,and the field of soil permeability and diffusion to express the mass transport in porous media.It is a function of the porosity and the shape and distribution of particles.In this paper,the tortuosity of cubic particles is calculated.With the assumption that the porous medium is homogeneous,the problem is converted to the micro-level over a unit cell,and geometry models of flow paths are proposed.In three-dimensional (3D) cells,the flow paths are too complicated to define.Hence,the 3D models are converted to two-dimensional (2D) models to simplify the calculation process.It is noticed that the path in the 2D model is shorter than that in the 3D model.As a result,triangular particles and the interaction are also taken into consideration to account for the longer distance respectively.We have proposed quadrate particle and interaction (QI) and quadrate and triangular particle (QT) models with cubic particles.Both models have shown good agreement with the experimental data.It is also found that they can predict the toruosities of some kinds of porous media,like freshwater sediment and Negev chalk.
机译:曲折度是在血管医学,神经生物学以及土壤渗透率和扩散领域中表达多孔介质传质的一个重要参数,它是孔隙率,颗粒形状和分布的函数。本文假设多孔介质是均匀的,将问题转换为单位晶格上的微观水平,并提出了流路的几何模型。在三维(3D)晶格中因此,将流动路径定义得太复杂。因此,将3D模型转换为二维(2D)模型以简化计算过程。注意到2D模型中的路径比3D模型中的路径短。因此,分别考虑了三角形粒子和相互作用,以考虑到更长的距离。我们提出了具有三次方的方形粒子和相互作用(QI)模型以及方形和三角形粒子(QT)模型两种模型均与实验数据吻合良好,还发现它们可以预测某些类型的多孔介质的曲率,例如淡水沉积物和内盖夫白垩。

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  • 来源
    《中国物理:英文版》 |2012年第10期|1-8|共8页
  • 作者单位

    MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China;

    MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China;

    MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China;

  • 收录信息 中国科学引文数据库(CSCD);中国科技论文与引文数据库(CSTPCD);
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