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Volume 44 Issue 2
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ZHOU Yong-chao, XU Heng-lei, CHEN Jia-dai, ZHANG Yi-ping, TANG Yao, PENG Yu. Particle migration and clogging in porous media with seepage[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 255-263. DOI: 10.11779/CJGE202202006
Citation: ZHOU Yong-chao, XU Heng-lei, CHEN Jia-dai, ZHANG Yi-ping, TANG Yao, PENG Yu. Particle migration and clogging in porous media with seepage[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 255-263. DOI: 10.11779/CJGE202202006
shu

Particle migration and clogging in porous media with seepage

  • 1.

    The Institute of Municipal Engineering, Zhejiang University, Hangzhou 310058, China

  • 2.

    MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China

  • 3.

    College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China

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  • Received Date: January 31, 2021
  • Available Online: September 22, 2022
    Graphical Abstract
    • Abstract
  • The migration and clogging of fine particles in porous media with seepage are of great significance for preventing the internal erosion of soils and improving the performance of artificial filtration facilities. The migration and clogging in the gravel substrate under the seepage are studied based on the X-CT technology. The results indicate that the migration of particles in porous media generally increases with the increase of seepage velocity, and its influence is significantly different under different particle size ratios. The X-CT results indicate that the particles present a stable vertical distribution in the column and clogging formed under the smaller dss/dfs. However, the vertical accumulative interception curve of particles presents a linear distribution and changes continuously, indicating that the particles penetrate continuously under the higher dss/dfs. On this basis, the threshold whether particles penetrating or clogging is determined. Moreover, the factor of (dss/dfs)2.1Re∗1.8(tu∗/H)0.2 is the best dimensionless parameter for calculating the penetration rate of particles, and the relevant formula is developed.
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    • References (21)
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