Permeability impairment by hydrodynamic pore bridging: Probabilistic pore-network modeling and microfluidic experiments

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Cyprien Soulaine, Walid Okaybi, Laurez Fogouang Maya, Emmanuel Le Trong, Sophie Roman
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引用次数: 0

Abstract

Permeability impairment caused by the migration and retention of suspended particles is a critical issue in numerous industrial and environmental processes. While pore-network models (PNMs) have successfully described clogging by sieving and particle aggregation, they have failed to capture hydrodynamic bridging – a mechanism where particle arches form and block pore throats. This study introduces a novel probabilistic PNM that incorporates a stochastic law for arch formation, accounting for the particle-to-throat size ratio, particle concentration, and pore geometry. The probability law is calibrated using high-fidelity CFD–DEM simulations of single-pore bridging. Microfluidic experiments in heterogeneous micromodels representative of the rock microstructure are carried out to investigate the effect of particle size and concentration, and flow rate on permeability reduction. The proposed probabilistic framework successfully reproduces experimental trends in clogging dynamics and permeability decline, thereby extending the capability of PNMs to capture all three pore-clogging mechanisms.
水动力孔隙桥接对渗透率的损害:概率孔隙网络模型和微流体实验
在许多工业和环境过程中,由悬浮颗粒的迁移和滞留引起的渗透性损害是一个关键问题。虽然孔隙网络模型(pmms)已经成功地描述了通过筛分和颗粒聚集造成的堵塞,但它们未能捕捉到水动力桥接——一种颗粒拱形成并阻塞孔喉的机制。本研究引入了一种新的概率PNM,该PNM结合了拱形形成的随机规律,考虑了颗粒与喉道的尺寸比、颗粒浓度和孔隙几何形状。使用高保真的CFD-DEM模拟单孔桥接来校准概率律。采用代表岩石微观结构的非均质微模型进行了微流控实验,研究了粒径、浓度和流速对渗透率降低的影响。所提出的概率框架成功地再现了堵塞动力学和渗透率下降的实验趋势,从而扩展了pmms捕获所有三种孔隙堵塞机制的能力。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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