Mesoscopic Numerical Study of CO2 Reactive Transport in Fractured Porous Rock Formations

IF 2.7 3区 工程技术 Q3 ENGINEERING, CHEMICAL
Jizong Duan, Qin Lou
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Abstract

This study employs a lattice Boltzmann model to investigate CO\(_2\) reactive transport in fractured porous media, focusing on the effects of Reynolds number (Re), porosity (\(\varepsilon \)), and fracture geometry. Results indicate that the steady-state average reaction rate exhibits coupled dependencies on these parameters. At low Re, the steady-state average reaction rate increases monotonically with \(\varepsilon \). In contrast, a non-monotonic relationship is observed at high Re, governed by a critical porosity threshold (\(\varepsilon _c\)). For \(\varepsilon < \varepsilon _c\), the steady-state reaction rate increases with \(\varepsilon \), while it remains constant or decreases for \(\varepsilon > \varepsilon _c\). The critical porosity \(\varepsilon _c\) decreases initially with Re before stabilizing. Similarly, the reaction rate’s dependence on Re is modulated by porosity. At low \(\varepsilon \), the reaction rate rises with Re. At high \(\varepsilon \), a critical Reynolds number (\(\textrm{Re}_\textrm{c}\)) emerges. Below \(\textrm{Re}_\textrm{c}\), the steady-state reaction rate increases with Re, but it remains invariant when Re exceeds \(\textrm{Re}_\textrm{c}\). The value of \(\textrm{Re}_c\) decreases and then stabilizes as \(\varepsilon \) increases. Furthermore, the reactive transport process is governed by two distinct regimes: diffusion-dominated and convection-dominated regimes. For the diffusion-dominated regime, variations in fracture geometry parameters (including fracture width, inclination angle, number, and cross configuration) exert negligible influence on reactive transport. Under the convection-dominated regime, however, increasing fracture width enhances reactant transport toward the downstream side of the porous medium and intensifies the spatial heterogeneity of the dissolution rate. Among the geometric factors, horizontal fractures exert the strongest influence on CO\(_2\) transport and generate the most pronounced dissolution heterogeneity, whereas vertical fractures have the weakest effect. An increase in fracture number correlates with a reduction in the dissolution rate. The effects of cross-fracture configurations on transport are highly similar to those of a single fracture.

Abstract Image

裂缝性多孔岩层中CO2反应输运的细观数值研究
本研究采用晶格玻尔兹曼模型来研究一氧化碳\(_2\) 裂缝性多孔介质中的反应输运,重点研究了雷诺数(Re)、孔隙度(\(\varepsilon \)),以及裂缝几何形状。结果表明,稳态平均反应速率与这些参数有耦合关系。在低Re时,稳态平均反应速率随 \(\varepsilon \). 相反,在高Re下观察到非单调关系,由临界孔隙度阈值(\(\varepsilon _c\)). 因为 \(\varepsilon < \varepsilon _c\),稳态反应速率随 \(\varepsilon \),而为保持不变或减小 \(\varepsilon > \varepsilon _c\). 临界孔隙度 \(\varepsilon _c\) 在稳定前先随Re下降。同样,反应速率对Re的依赖也受孔隙率的调节。在低位 \(\varepsilon \),反应速率随Re的增大而增大 \(\varepsilon \),临界雷诺数(\(\textrm{Re}_\textrm{c}\))出现。下面是 \(\textrm{Re}_\textrm{c}\),稳态反应速率随Re的增加而增加,但当Re超过时保持不变 \(\textrm{Re}_\textrm{c}\). 的价值 \(\textrm{Re}_c\) 减小,然后稳定为 \(\varepsilon \) 增加。此外,反应输运过程由两种不同的模式控制:扩散主导和对流主导。对于扩散主导的模式,裂缝几何参数(包括裂缝宽度、倾角、数量和交叉构型)的变化对反应输运的影响可以忽略不计。然而,在对流主导下,裂缝宽度的增加增强了反应物向多孔介质下游的输运,并加剧了溶解速率的空间非均质性。在几何因素中,水平裂缝对CO的影响最大\(_2\) 运移和产生溶蚀非均质性最明显,而垂直裂缝的影响最弱。断裂数的增加与溶解速率的降低相关。交叉裂缝构型对输运的影响与单一裂缝的影响非常相似。
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来源期刊
Transport in Porous Media
Transport in Porous Media 工程技术-工程:化工
CiteScore
5.30
自引率
7.40%
发文量
155
审稿时长
4.2 months
期刊介绍: -Publishes original research on physical, chemical, and biological aspects of transport in porous media- Papers on porous media research may originate in various areas of physics, chemistry, biology, natural or materials science, and engineering (chemical, civil, agricultural, petroleum, environmental, electrical, and mechanical engineering)- Emphasizes theory, (numerical) modelling, laboratory work, and non-routine applications- Publishes work of a fundamental nature, of interest to a wide readership, that provides novel insight into porous media processes- Expanded in 2007 from 12 to 15 issues per year. Transport in Porous Media publishes original research on physical and chemical aspects of transport phenomena in rigid and deformable porous media. These phenomena, occurring in single and multiphase flow in porous domains, can be governed by extensive quantities such as mass of a fluid phase, mass of component of a phase, momentum, or energy. Moreover, porous medium deformations can be induced by the transport phenomena, by chemical and electro-chemical activities such as swelling, or by external loading through forces and displacements. These porous media phenomena may be studied by researchers from various areas of physics, chemistry, biology, natural or materials science, and engineering (chemical, civil, agricultural, petroleum, environmental, electrical, and mechanical engineering).
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