Simulating the grouting process with flowing water based on two-phase flow model using extended numerical manifold method

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Zhijun Wu , Yunqi Xue , Xiangyu Xu , Lei Weng , Xiuliang Yin , Longji Wu , Liuyang Sun
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引用次数: 0

Abstract

In this study, an extended cohesive element-based numerical manifold method (Co-NMM) combined with the two-phase flow model is proposed for simulating the migration of the two-phase fluid during the grouting process with flowing water. To achieve this, the two-phase flow model coupled with the Bingham fluid constitutive model is adopted to characterize the displacement process of the multiphase fluid flow. To solve the challenge of simulating the fluid mixing process in the intersecting fracture, the mixed fluid flow algorithm is incorporated into the model to more effectively and accurately capture the flowing and mixing of multiphase fluids. After these improvements, the two-phase flow model coupled with the Bingham fluid constitutive model is verified by reproducing the slurry displacing air and the slurry displacing water in the single fracture against analytical results. The mixed fluid flow algorithm is then validated by reproducing the grouting process in the intersecting fracture under different types of fluid intersection conditions, and comparisons between the results predicted by this proposed method and other numerical methods regarding the diffusion process of slurry and the fluid pressures at the junction are presented. Finally, with the extended Co-NMM, the grouting processes in the fracture network with flowing water are conducted to study the effects of the injection rate (slurry velocity) and the water velocity on the variation of the fluid distribution and slurry diffusion. The results reveal that the injection rate, the water velocity, and the direction of water flow affect the diffusion pattern and diffusion range.
基于两相流模型,采用扩展数值流形方法对注浆过程进行了数值模拟
本文提出了一种基于扩展内聚元的数值流形方法(Co-NMM),并结合两相流动模型,用于模拟流动水灌浆过程中两相流体的运移。为此,采用两相流模型结合Bingham流体本构模型来表征多相流体的驱替过程。为了解决交叉裂缝中流体混合过程模拟的难题,在模型中引入混合流体流动算法,更有效、准确地捕捉多相流体的流动和混合过程。在此基础上,通过模拟单裂缝中液浆置换空气和液浆置换水的情况,验证了两相流模型与Bingham流体本构模型的耦合。通过模拟不同类型流体相交条件下相交裂隙内的注浆过程,验证了混合流体流动算法的正确性,并将该方法预测的浆体扩散过程和交界处流体压力的结果与其他数值方法进行了比较。最后,利用扩展的Co-NMM,对裂隙网络中有流动水的注浆过程进行了研究,研究了注入速率(浆体速度)和水流速度对流体分布和浆体扩散变化的影响。结果表明,注入速度、水流速度和水流方向对扩散模式和扩散范围均有影响。
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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