方解石溶蚀对岩石渗透率与弹性力学参数影响模拟研究

Numerical investigation on the influence of CO2−induced calcite dissolution on rock permeability and elastic mechanical parameters

  • 摘要:
    目的 CO2溶解于水诱发矿物反应会显著改变岩石孔隙结构,进而影响其渗流与力学性质,这对CO2地质封存工程的适宜性与长期安全性具有重要影响。
    方法 以含方解石岩样为研究对象,采用格子玻尔兹曼方法(LBM)与有限元方法(FEM)耦合模拟技术,系统分析不同CO2饱和溶液注入速率下方解石溶蚀特征,并进一步揭示岩石渗透率及弹性力学参数(包括体积模量与剪切模量)动态演化规律。
    结果与结论 (1)在低注入速率下,生成物在样本中远端富集抑制了该区域的方解石反应,导致反应仅在注入口附近发生;随着注入速率增大,溶液穿透样本能力增强,反应物被稀释,使得中远端方解石均能参与反应,溶蚀位置分布更均匀。(2)方解石溶解可显著提高岩石渗透率,且提升效应随注入速率增加而增强。在低注入速率范围(30~150 m/a),由于溶质运移主要受扩散作用控制,渗透率增幅有限;而当注入速率提高至750~18750 m/a时,对流作用逐渐主导溶质运移,导致岩石骨架结构差异性增大,渗透率提升更为显著。整体上,幂函数模型中渗透率与孔隙关系的拟合指数n为2.8~6.5,而Carman−Kozeny模型的n值则介于0.9~4.6。值得注意的是,2类模型的n值均呈现随注入速率增加而单调递增的趋势。通过对比分析发现,Carman−Kozeny模型在预测精度方面表现出更优的性能。(3)方解石溶蚀作用会显著降低岩石弹性力学性质。当孔隙由0.44增至0.56时,剪切模量与体积模量均下降约20%。此外,以上参数在溶蚀初期下降速率较快,后期逐渐减缓,这一非线性特征使幂函数模型较传统线性模型更具优势。研究还发现,随着注入流速增大,岩石弹性力学性质劣化程度加剧,其中剪切模量相比体积模量对注入速率变化表现出更高敏感性。本研究揭示流体注入速率通过控制溶蚀空间分布进而主导岩石渗流−力学性质演化的关键机制,为评价CO2地质封存场长期安全性提供了理论依据。

     

    Abstract:
    Objectives CO2−induced mineral reactions can significantly alter rock pore structures, thereby affecting their seepage and mechanical properties, which is crucial for the suitability and long-term safety of CO2 geological storage engineering.
    Methods This study focuses on calcite-bearing rock samples, employing a coupled simulation technique combining the Lattice Boltzmann Method (LBM) and Finite Element Method (FEM) to systematically analyze calcite dissolution characteristics under different CO2−saturated solution injection rates and further reveal the dynamic evolution patterns of rock permeability and elastic moduli (including bulk modulus and shear modulus).
    Results and Conclusions (1) At low injection rates, the accumulation of reaction products in the mid-to-distal regions inhibits calcite dissolution, thereby limiting reactions to areas near the injection point. As the injection rate increases, the enhanced penetration of fresh solution dilutes reactants, enabling calcite dissolution to occur more uniformly across the mid-to-distal regions. (2) Calcite dissolution significantly enhances rock permeability, with the effect intensifying at higher injection rates. In the low-rate range (30~150 m/a), permeability improvement is limited due to diffusion-dominated solute transport. However, when the injection rate rises to 750~18750 m/a, advection gradually dominates solute transport, leading to greater difference in the rock matrix and more pronounced permeability enhancement. Overall, the fitting exponent n for the relationship between permeability and porosity in the power-law model falls within the range of 2.8~6.5, while the n value in the Carman−Kozeny model ranges between 0.9 and 4.6. Additionally, the n values of both models show a monotonically increasing trend with the increase of injection rate, and the Carman−Kozeny model demonstrates superior characterization capability. (3) Calcite dissolution markedly reduces rock elastic mechanical properties. When porosity increases from 0.44 to 0.56, both shear and bulk moduli decrease by approximately 20%. Additionally, the reduction rate is faster in the early dissolution stage and slows later, exhibiting nonlinear behavior that makes the power-law model more representative than traditional linear models. The study also finds that higher injection rates exacerbate rock elastic mechanical property degradation, with shear modulus showing greater sensitivity to injection rate variations compared to bulk modulus. This study reveals the key mechanism by which the fluid injection rate dominates the evolution of rock permeability and mechanical properties through controlling the spatial distribution of dissolution, providing a theoretical basis for assessing the long-term safety of CO2 geological storage sites.

     

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