多孔介质中颗粒连续侵入行为及孔隙堵塞演化的CFD-DEM研究

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Haoting Li , Yuting Zhao , Jipeng Li , Haoyang Yin , Cen Song , Min Hao
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引用次数: 0

摘要

多孔介质中的颗粒迁移和堵塞现象在岩土和石油工程中普遍存在,特别是涉及颗粒连续侵入和团聚过程时,需要深入研究。本文采用双向耦合计算流体动力学-离散元法(CFD-DEM)研究了不同流体粘度和颗粒摩擦系数下颗粒连续入侵和多次入侵循环堵塞的微观动力学行为。通过团聚体生长速率和穿透颗粒发育曲线等指标预测了团聚体形成和孔隙堵塞的演化过程。结果表明,随着侵入周期的增加,颗粒的堵塞机制由单个孔隙的点堵塞转变为多个孔隙的表面堵塞。细颗粒的保留率呈连续增加趋势,累积量在80% ~ 95%以上。根据归一化渗透率降至0.33,预测第二次侵入周期后的严重破坏。颗粒的平均平动速度随着流体粘度的增加而增加,从而降低了颗粒的穿透时间和颗粒的滞留率。当流体粘度较低时,颗粒呈现多点分散滞留模式,促进颗粒聚集体的形成。此外,高摩擦系数颗粒在孔喉处受到更强的静摩擦力和滑动阻力,抑制了颗粒随流体的继续运移,降低了颗粒的平均侵入深度,提高了颗粒的滞留率。减小摩擦系数可以提高颗粒团聚体的生长速度,促进团聚体的形成。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CFD-DEM investigation on continuous invasion behaviors of particles and evolution of pore clogging in porous media
The phenomenon of particle migration and clogging in porous media is prevalent in geotechnical and petroleum engineering, particularly when involving continuous particle invasion and agglomeration processes that necessitate in-depth investigation. In this work, the two-way coupling Computational Fluid Dynamics-Discrete Element Method (CFD-DEM) is employed to investigate the microscopic dynamic behaviors of particle continuous invasion and clogging by multiple invasion cycles at different fluid viscosities and friction coefficients of particles. The evolution of agglomerate formation and pore clogging are predicted through metrics including aggregation growth rate and development curves of penetrating particles. Results reveal that the particle clogging mechanisms transitions from point clogging within individual pores to surface clogging across multiple pores with the increase of invasion cycle. The retention of fine particles showed a continuous increment with an accumulation of over 80 % to 95 %. The severe damage after the second invasion cycle is predicted according to the decrease of normalized permeability to 0.33. The average translational velocity of particles increases together with fluid viscosity, thus reducing the particle penetration time and particle retention rate. At low fluid viscosity, particles exhibit a multi-point dispersed retention pattern, which promotes the formation of particle aggregates. Besides, the high-friction-coefficient particles experience stronger static friction force and sliding resistance at the pore throat, inhibiting their continued migration with fluid, which also decreases the average invasion depth and increases the particle retention rate. Decreasing the friction coefficients will improve particle aggregate growth rates and promote the formation of agglomeration.
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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