Characterization of pore structure and the impact of key pore nodes on seepage in coral reef limestones

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Bowen Cheng , Mingyang Wang , Ding Liu , Xinping Li , Tingting Liu , Junhong Huang
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Abstract

To accurately characterize the intrinsic relationship between pore structure and seepage behavior in coral reef limestone (CRL), this study investigates four types of CRL with varying degrees of cementation. We employed CT scanning, three-dimensional (3D) reconstruction techniques, and equivalent pore network modelling to statistically analyze pore characteristic parameters. Pore network modelling (PNM) was used to conduct a network analysis of the internal pore structure of reef limestone, identifying key pore nodes that govern seepage characteristics. The findings reveal that CRL exhibits high porosity and significant non-homogeneity, with pore radius, throat size, and coordination number conforming to a log-normal distribution. CRL samples exhibiting low degrees of cementation contain extensive interconnected pore clusters, which are characterised by short average percolation paths, high clustering coefficients, and robust connectivity. In contrast, increased cementation significantly diminishes pore connectivity. Topological analysis has revealed pore nodes with exceptionally high values of degree centrality (DC), betweenness centrality (BC), and closeness centrality (CC). Additionally, a method for identifying critical pore nodes has been proposed, based on betweenness centrality and global efficiency within the context of network analysis. Blocking critical pore nodes leads to a substantial reduction in permeability, with the maximum decrease reaching 98.88 %. A comparative analysis between simulation and experimental results indicates that the porosity error ranges from −4.94 % to 1.33 %, while the relative error in permeability falls between 1.15 % and 4.44 %. This validates the accuracy and reliability of the constructed PNM and network analysis methods in characterizing pore structures and simulating seepage. This study not only demonstrates the applicability of the proposed approach for the quantitative characterization and response analysis of seepage behavior at the pore scale but also reveals the regulatory mechanism by which the heterogeneous microscopic pore structures of CRL influence macroscopic seepage behavior.
珊瑚礁灰岩孔隙结构特征及关键孔节点对渗流的影响
为了准确表征珊瑚礁灰岩(CRL)孔隙结构与渗流行为之间的内在关系,本研究对四种胶结程度不同的CRL进行了研究。采用CT扫描、三维(3D)重建技术和等效孔隙网络建模对孔隙特征参数进行统计分析。采用孔隙网络模型(PNM)对礁灰岩内部孔隙结构进行网络分析,识别控制渗流特征的关键孔隙节点。结果表明:CRL孔隙度高,非均质性显著,孔隙半径、喉道尺寸、配位数均服从对数正态分布;低胶结程度的CRL样品包含广泛的相互连接的孔隙团簇,其特征是平均渗透路径短,聚类系数高,连通性强。相反,胶结作用的增加会显著降低孔隙连通性。拓扑分析显示,孔隙节点具有极高的度中心性(DC)、中间中心性(BC)和接近中心性(CC)值。此外,在网络分析的背景下,提出了一种基于中间性中心性和全局效率的关键孔节点识别方法。封堵关键孔节点导致渗透率大幅降低,最大降幅可达98.88%。模拟与实验结果对比分析表明,孔隙度误差在- 4.94% ~ 1.33%之间,渗透率的相对误差在1.15% ~ 4.44%之间。验证了所构建的PNM和网络分析方法在表征孔隙结构和模拟渗流方面的准确性和可靠性。本研究不仅证明了所提方法在孔隙尺度上对渗流行为进行定量表征和响应分析的适用性,而且揭示了CRL微观非均质孔隙结构对宏观渗流行为的调控机制。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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