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.
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.