利用物理模型确定溶液通过水平砂柱的水动力分散系数

L. Tuan, G. Wyseure
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引用次数: 1

摘要

混相驱替可以理解为在多孔介质中,当一种流体混合并进入其他流体所占据的孔隙空间而不存在界面时,两种或两种以上流体相互完全溶解的物理过程。芹苴大学制作了一个物理模型,其中包括一个电流系统,连接九组四电极探针,用于测量氯化钾溶液流过放置在牢固框架中的水平沙柱的电导率。实验采用不同体积流量和细、中、粗三种砂型进行。分析了突破曲线,计算了流体动力分散系数。水动力弥散系数是设计人工潜流湿地的水力和溶质输运参数之一。研究证明,流动是层流,机械分散占主导地位,而分子扩散占主导地位,并且分散足够大,可以引起混合和流动的联合过程。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Using a physical model to determine the hydrodynamic dispersion coefficient of a solution through a horizontal sand column
Miscible displacement can be understood as a physical process in a porous medium whereby two or more fluids fully dissolve into each other when a fluid mixes and goes into the pore space occupied by other fluids without the existence of an interface. A physical model was made in Can Tho University, which included an electrical current system connecting nine groups of four-electrode probes for measuring the electrical conductivity of a potassium chloride solution flowing through a horizontal sand column placed in a firm frame. The experiments were performed with different volumetric flow rates and three types of sand (fine, medium and coarse). The breakthrough curves were analysed, and then the hydrodynamic dispersion coefficients were calculated. The hydrodynamic dispersion coefficient was one of the hydraulic and solute transport parameters used to design a constructed subsurface flow wetland. The research proves that the flows were laminar, and that mechanical dispersions dominated over molecular diffusions and that the dispersions were large enough to cause combined mixing and flowing processes.
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