Coupled CFD-DEM modeling of fine particles and fibers migration and clogging mechanisms in bridging regions

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Ran Lin , Yinjian Huang , Jinzhou Zhao , Lan Ren , Zhihao Yu , Zhiqiang Li , Jianfa Wu , Yi Song , Cheng Shen
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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.
桥接区细颗粒和纤维迁移和堵塞机制的耦合CFD-DEM建模
临时堵转压裂通过在裂缝中架桥和填充导流剂形成致密密封层,提高了非常规油藏的增产效果。密封层的密闭性和承压能力受桥接区细颗粒和纤维的堵塞效率的影响。然而,粗颗粒在桥接后的堵塞机制仍然知之甚少。本研究采用混合CFD-DEM方法来研究桥架中暂堵剂的迁移和堵塞行为。结果表明,细颗粒在初始阶段通过主导流道快速迁移,而纤维的移动受到高展弦比的限制,主要集中在骨架入口。在单粒径颗粒体系中,较大的细颗粒在孔喉处形成以粒径为主的堵塞,堵塞率随粒径和浓度的增加而增加。由于孔隙空间的协同填充,混合颗粒体系表现出更均匀的堵塞分布和对浓度的敏感性降低。纤维在所有条件下都表现出高堵塞率,因为它们倾向于在桥接颗粒表面上附着和纠缠。在单一粒径系统中,粒径与孔喉相匹配且浓度较高的颗粒会产生密度更大、渗透性更差的密封层。混合颗粒系统通过协同填充导致更低的归一化渗透率。纤维引起的堵塞导致渗透率最低,在孔隙入口处形成连续的覆盖物。在堵塞稳定性方面,细颗粒表现为“高接触数-高堵塞比”模式,而纤维表现为“中等接触数-高堵塞比”模式,保持所需的接触较少。在低浓度下,细颗粒在法向接触力分布中表现出明显的各向异性,而混合颗粒体系和纤维都降低了这种各向异性,促进了更均匀的力网络。该研究阐明了多尺度密封机理,为优化暂堵转流压裂提供了理论依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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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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