Experimental study and model improvement on coal permeability: The influence of effective stress, slip effect, and water content

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zhiyong Xiao , Gang Wang , Jie Liu , Huafeng Deng , Yujing Jiang , Feng Jiang , Chengcheng Zheng
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Abstract

Permeability is a critical parameter in coalbed methane (CBM) recovery and received increasing attention in recent years. The slip effect and effective stress exert competing influences on permeability, with coal exhibiting varying sensitivities to effective stress depending on their pore structures. The presence of water further complicates these interactions, affecting both the slip effect and permeability. This study investigates the pore structure and permeability characteristics of four coal cores at varying water contents using low-field nuclear magnetic resonance (NMR) and pulse pressure decay (PPD) methods. An enhanced apparent permeability model was developed by incorporating water content, effective stress, and the slip effect. The dynamic variations of compressibility coefficient, slip coefficient, and intrinsic permeability for Cores C-F were theoretically examined based on the refined model, and the critical pore pressures at which the slip effect becomes significant were identified. The results indicate that cores with larger average pore sizes exhibit more pronounced changes in fracture compressibility coefficients as water content increases. Additionally, the slip coefficient decreases with increasing pore pressure and is notably lower at reduced water contents. Intrinsic permeability increases more significantly with pore pressure at higher water content, with cores having larger average pore diameters showing greater sensitivity to these changes. The critical pore pressure, where the slip effect becomes significant, increases with water content and is higher in cores with smaller average pore sizes. Finally, various coefficients are proposed to quantitatively assess changes in fracture compressibility, slip coefficients, intrinsic permeability, and critical pore pressures under varying water content conditions, enabling more accurate analysis of permeability behavior.
煤渗透性的实验研究和模型改进:有效应力、滑移效应和含水率的影响
渗透性是煤层气(CBM)回收的一个关键参数,近年来受到越来越多的关注。滑移效应和有效应力会对渗透性产生相互影响,煤炭的孔隙结构不同,对有效应力的敏感性也不同。水的存在使这些相互作用更加复杂,同时影响滑移效应和渗透性。本研究采用低场核磁共振(NMR)和脉冲压力衰减(PPD)方法,研究了不同含水量下四个煤岩芯的孔隙结构和渗透性特征。结合含水率、有效应力和滑移效应,建立了一个增强的表观渗透率模型。根据改进后的模型,对岩心 C-F 的压缩系数、滑移系数和本征渗透率的动态变化进行了理论研究,并确定了滑移效应变得显著的临界孔隙压力。结果表明,随着含水量的增加,平均孔隙尺寸较大的岩心的断裂压缩系数变化更为明显。此外,滑移系数随着孔隙压力的增加而降低,在含水量降低时滑移系数明显降低。在含水率较高时,内在渗透率随孔隙压力的增加而增加,平均孔隙直径较大的岩心对这些变化的敏感性更高。临界孔隙压力是滑移效应变得显著的地方,随着含水量的增加而增加,平均孔径较小的岩心的临界孔隙压力较高。最后,提出了各种系数来定量评估不同含水率条件下断裂压缩性、滑移系数、本征渗透率和临界孔隙压力的变化,从而更准确地分析渗透行为。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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