Ran Lin , Yinjian Huang , Jinzhou Zhao , Lan Ren , Zhihao Yu , Zhiqiang Li , Jianfa Wu , Yi Song , Cheng Shen
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引用次数: 0
Abstract
Temporary plugging and diverting fracturing enhances unconventional reservoir stimulation by forming a tight sealing layer through the bridging and filling of diverters in fractures. The tightness and pressure bearing capacity of the sealing layer are governed by the clogging efficiency of fine particles and fibers in the bridging region. However, the clogging mechanism within the pores of coarse particles after bridging remains poorly understood. This study employs a hybrid CFD-DEM method to investigate the migration and clogging behavior of diverters in a bridging skeleton. The results indicate that fine particles initially migrate rapidly through dominant flow paths, while fiber movement is restricted by their high aspect ratio and mainly localized at the skeleton entrance. In single-size particle systems, larger fine particles form size-dominated clogs at pore throats, with clogging ratios increasing with both particle size and concentration. Mixed particle systems exhibit a more uniform clogging distribution and reduced sensitivity to concentration, owing to the cooperative filling of pore spaces. Fibers exhibit high clogging ratios under all conditions due to their tendency to attach and entangle on bridging particle surfaces. In single-size systems, particles whose sizes match pore throats and higher concentrations yield denser, less permeable sealing layers. Mixed particle systems result in even lower normalized permeability via synergistic filling. Fiber-induced clogging leads to the lowest permeability, forming continuous covers at pore entrances. For clogging stability, fine particles exhibit a “high contact number-high clogging ratio” pattern, while fibers display a “moderate contact number-high clogging ratio” pattern with fewer contacts required for retention. At low concentration, fine particles exhibit pronounced anisotropy in normal contact forces distribution, while mixed particle systems and fibers both reduce this anisotropy and promote a more uniform force network. This study clarifies multiscale sealing mechanisms and provides a theoretical basis for optimizing temporary plugging and diverting fracturing.
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.