Modeling of water-injected coal with fracture-pore structure and experimental study of gas-water two-phase transport characteristics

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Jing Han , Zhen Liu , He Yang , Zhe Zhou , Qingbo Gu
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引用次数: 0

Abstract

Predicting the dynamic permeability of water-injected coal is essential for accurately guiding the development of water-injection technologies in coal seams. However, the impact of fracture morphology and complexity on the gas-water two-phase seepage process remains insufficiently explored. This study employed fractal theory to model a tree-like fractal bifurcation network that characterizes the fracture-pore network expansion caused by water injection. The distinct seepage behaviors of adsorption pores, seepage pores, and fractures were considered, and fractal dimensions were introduced to represent changes in pore size distribution and fracture aperture during water injection. Based on these considerations, a dynamic permeability model for water-injected coal with a complex network structure was developed, ensuring that all parameters retained explicit physical significance, free from empirical constants. Furthermore, sensitivity analysis and gray correlation analysis revealed that the number of network bifurcations, tortuosity, and roughness had the greatest influence on permeability. Critical pore diameters for effective and ineffective seepage regions were identified, with experimental results indicating that these diameters were indirectly affected by confining stress and water injection pressure. Changes in pore diameter distribution and water saturation demonstrated that increasing confining stress or reducing water injection pressure led to higher fractal dimensions for pore size distribution and tortuosity, while decreasing the fractal dimension for fracture aperture. This process also caused some bound pores and seepage pores to interchange.
裂隙-孔隙结构注水煤模型及气水两相输运特性实验研究
预测注水煤的动态渗透率对于准确指导煤层注水技术的发展至关重要。然而,裂缝形态和复杂程度对气水两相渗流过程的影响尚未得到充分探讨。本研究采用分形理论建立了一个树状的分形分岔网络,表征了注水引起的缝孔网络扩张。考虑了吸附孔、渗流孔和裂缝的不同渗流行为,引入分形维数来表征注水过程中孔隙尺寸分布和裂缝孔径的变化。基于这些考虑,建立了具有复杂网络结构的注水煤的动态渗透率模型,确保所有参数保持明确的物理意义,不受经验常数的影响。灵敏度分析和灰色关联分析表明,网络分叉数、弯曲度和粗糙度对渗透率的影响最大。确定了有效和无效渗流区的临界孔径,实验结果表明,有效和无效渗流区的临界孔径受围应力和注水压力的间接影响。孔径分布和含水饱和度的变化表明,增大围应力或减小注水压力会增大孔隙尺寸分布和弯曲度的分形维数,降低裂缝孔径的分形维数。这一过程还造成了一些束缚孔与渗流孔的相互作用。
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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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