重力条件下粗糙裂隙溶蚀过程的可视化试验研究

张子翼, 胡冉, 廖震, 陈益峰. 重力条件下粗糙裂隙溶蚀过程的可视化试验研究[J]. 水文地质工程地质, 2023, 50(2): 178-188. doi: 10.16030/j.cnki.issn.1000-3665.202204044
引用本文: 张子翼, 胡冉, 廖震, 陈益峰. 重力条件下粗糙裂隙溶蚀过程的可视化试验研究[J]. 水文地质工程地质, 2023, 50(2): 178-188. doi: 10.16030/j.cnki.issn.1000-3665.202204044
ZHANG Ziyi, HU Ran, LIAO Zhen, CHEN Yifeng. Visualization experimental investigation into the dissolution processes in rough fracture under gravity conditions[J]. Hydrogeology & Engineering Geology, 2023, 50(2): 178-188. doi: 10.16030/j.cnki.issn.1000-3665.202204044
Citation: ZHANG Ziyi, HU Ran, LIAO Zhen, CHEN Yifeng. Visualization experimental investigation into the dissolution processes in rough fracture under gravity conditions[J]. Hydrogeology & Engineering Geology, 2023, 50(2): 178-188. doi: 10.16030/j.cnki.issn.1000-3665.202204044

重力条件下粗糙裂隙溶蚀过程的可视化试验研究

  • 基金项目: 国家自然科学基金项目(52122905;51988101;51925906)
详细信息
    作者简介: 张子翼(1997-),男,硕士研究生,主要从事岩体结构面溶蚀机理方面的研究。E-mail:2015301580338@whu.edu.cn
    通讯作者: 胡冉(1985-),男,博士,教授,博士生导师,主要从事岩土多相渗流理论与应用方面的研究工作。E-mail:whuran@whu.edu.cn
  • 中图分类号: 641.2

Visualization experimental investigation into the dissolution processes in rough fracture under gravity conditions

More Information
  • 岩体裂隙的溶蚀现象广泛存在于自然过程和工程实践,重力对溶蚀过程具有重要作用。可视化观测技术是研究粗糙裂隙溶蚀机理的关键手段,然而传统的可视化技术存在裂隙粗糙壁面难以复制、溶蚀过程难以实时观测等问题。通过自主研发的粗糙裂隙溶蚀过程可视化试验平台,开展了垂直裂隙和水平裂隙在4种流量条件(0.05,0.1,0.3,1 mL/min)下的溶蚀可视化实验,研究了重力效应对溶蚀模式和溶蚀形态的影响,采用分形维数量化了不同溶蚀模式的形态学特征,最终确定了不同佩克莱数(Pe)条件下的突破时注液量。试验结果表明:在Pe≤62.1范围内,重力效应对溶蚀模式具有重要影响,垂直裂隙中的溶蚀发育为浮力主导模式和通道模式,重力效应将诱发单一、集中的溶蚀通道;而水平裂隙则统一发育为开度演变均匀、宽度较大的通道,即经典的虫洞溶蚀模式;在Pe数较大时(Pe=207.0)时,垂直裂隙和水平裂隙中的溶蚀均发育为均匀溶蚀。试验结果还证实了垂直裂隙更易发育为贯通的溶蚀通道,从而加速溶蚀突破;Pe=20.7时为最优注入条件,垂直裂隙的突破时注液量最小。在此条件下,垂直裂隙的突破时注液量仅为水平裂隙的1/4。建议重点关注重力效应对溶蚀过程的影响,研究结果对CO2地质封存等工程实践具有重要意义。

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  • 图 1  粗糙裂隙溶蚀过程可视化试验装置及裂隙模型

    Figure 1. 

    图 2  裂隙初始开度分布图及各组裂隙初始开度频率直方图

    Figure 2. 

    图 3  溶蚀诱发粗糙裂隙开度变化的图像后处理技术

    Figure 3. 

    图 4  粗糙裂隙的溶蚀形态

    Figure 4. 

    图 5  注液量为20时粗糙裂隙溶蚀形态的分形维数随Pe的变化特征

    Figure 5. 

    图 6  注液量为20时,<Δb>yy的变化特征及其相对应开度变化云图

    Figure 6. 

    图 7  裂隙开度横向半变异函数图

    Figure 7. 

    图 8  垂直裂隙和水平裂隙PVBT随Pe数的变化特征

    Figure 8. 

    表 1  试验条件

    Table 1.  Experimental conditions

    裂隙倾角/(°)试验组Q/(mL·min−1Pe
    90V11207.0
    V20.362.1
    V30.120.7
    V40.0510.4
    0H11207.0
    H20.362.1
    H30.120.7
    H40.0510.4
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收稿日期:  2022-04-19
修回日期:  2022-09-24
录用日期:  2022-10-25
刊出日期:  2023-03-15

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