China Safety Science Journal ›› 2026, Vol. 36 ›› Issue (2): 145-152.doi: 10.16265/j.cnki.issn1003-3033.2026.02.0588

• Safety Technology and Engineering • Previous Articles     Next Articles

Equivalent permeation aperture identification method for geomembranes based on seepage-sensing structure

JIN Chenchen1(), DING Yong1,**(), LI Denghua2,3   

  1. 1 School of Safety Science and Engineering, Nanjing University of Science and Technology, Nanjing Jiangsu 210094, China
    2 Nanjing Hydraulic Research Institute, Nanjing Jiangsu 210029,China
    3 Key Laboratory of Reservoir Dam Safety, Nanjing Jiangsu 210024, China
  • Received:2025-09-14 Revised:2025-12-16 Online:2026-02-28 Published:2026-08-28
  • Contact: DING Yong

Abstract:

To improve the seepage monitoring level of pumped storage reservoirs, a discrimination method was proposed for seepage caused by geomembrane aperture damage, based on a seepage-sensing structure and the concept of an equivalent seepage aperture. First, the temperature rise difference between dry and wet conditions was acquired through active heating, and a logarithmic linear fit was performed after normalizing the temperature rise difference with respect to the seepage velocity. Then, a linear fit was established between the seepage velocity and the equivalent seepage aperture. The seepage condition was inferred based on field calibration tests combined with the characteristics of distributed temperature sensing (DTS) curve. Finally, laboratory tests were conducted for validation. The results show that the goodness-of-fit (R2) between differential temperature and the equivalent seepage aperture exceeds 0.96, and the relative error of seepage velocity is below 5%. 86% of the residuals between experimental and simulated temperature rise values fall within ±1℃, and the relative error of seepage velocity also remains below 5%, demonstrating the reliability of the simulations.

Key words: geomembrane, seepage aperture, seepage-sensing structure, seepage identification, numerical simulation

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