WU Ting, YANG Zhi-bing, HU Ran, et al. Effect of fine particle transport and pore clogging on two-phase flow characteristics[J]. 2025, 46(6): 1755-1764+1776.
DOI:
WU Ting, YANG Zhi-bing, HU Ran, et al. Effect of fine particle transport and pore clogging on two-phase flow characteristics[J]. 2025, 46(6): 1755-1764+1776.DOI: 10.16285/j.rsm.2024.1069.
Effect of fine particle transport and pore clogging on two-phase flow characteristics
Fine particle migration widely exists in two-phase flow processes in both nature and engineering fields
such as pollutant migration
remediation
as well as oil and gas production. However
the effects of particle-induced blockage in porous media on two-phase flow remain unclear. Utilizing a self-developed three-dimensional visualization experimental platform
this study conducted a series of two-phase displacement experiments with different flow rates and pore sizes in a porous medium
and systematically investigated the transport and clogging behavior of fine particles and their subsequent effects on two-phase flow dynamics. The results reveal that particle-induced pore clogging during two-phase flow is governed by the synergistic control of flow rate and pore size. At low flow rates
pore size has minimal impact on clogging. However
at high flow rates
pore size becomes the dominant factor. By analyzing the spatial distribution of residual fluids
the study clarified the relationship between pore clogging and fluid connectivity: more significant clogging leads to a more discrete distribution of the residual wetting phase and reduced fluid connectivity. Additionally
the experiment also revealed the controlling mechanism of blockage on displacement pressure and displacement efficiency during two-phase flow. The findings are expected to provide important theoretical insights and practical guidance for optimizing two-phase flow process and improving energy recovery efficiency.
Analysis of reservoir deformation and fluid transportation induced by injection of CO2 into saline aquifer: (I) Two-phase flow-reservoir coupling model
Numerical simulation of thermo-hydro-mechanical coupling around underground pipelines in patchy permafrost region
Dynamic interaction of saturated soil-pile-structure system under seismic loading
Analysis of vertical vibrations of a pile in saturated soil described by fractional derivative model
Horizontal vibration of pile group in saturated soil based on theory of porous media
Related Author
HU Qi-zhi
SHENG Qian
HU Da-wei
Lü Tao
ZHOU Hui
ZHANG Fan
XIE Jun
LIU Jian-jun
Related Institution
China Nuclear Power Engineering Co., Ltd.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Civil Engineering and Architecture, Hubei University of Technology
School of Civil Engineering and Architecture,Southwest Petroleum University
Department of Civil Engineering, Shanghai University