Water Science and Technology (Sep 2023)

Investigation on large-scale 3D seepage characteristics of a pumped-storage power station: a case study in Zhejiang Province, China

  • Jiabei Li,
  • Sherong Zhang,
  • Chao Wang,
  • Zhiyong Jiang,
  • Jun Zheng,
  • Xiaohua Wang,
  • Tong Lu

DOI
https://doi.org/10.2166/wst.2023.286
Journal volume & issue
Vol. 88, no. 6
pp. 1374 – 1393

Abstract

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Pumped-storage power stations (PSPSs) have higher requirements for anti-seepage compared with regular power stations. As a result, investigating the seepage distributions of PSPSs is particularly important. However, existing researches remain limited in assessing engineering needs such as ensuring the efficiency of a power station. Taking the Qingyuan PSPS as a typical case, this study aims to investigate the large-scale seepage field distribution while exploring the efficiency of the anti-seepage system. Considering the geological characteristics and structural location, a 3D finite element model is established. Based on the continuous medium model while combined with seepage control measures, the change in leakage while the anti-seepage system failed is further assessed. It is concluded that the operation status of anti-seepage measures will have a certain impact on the leakage volumes of each part. Using a comprehensive assessment, anti-seepage measures can effectively prevent seepage. When failure occurs on anti-seepage curtains, the leakage volume at the corresponding position will show an obvious growth. In summary, the findings of this study highlight the significance of avoiding excessive leakage caused by anti-seepage structure failure, the effective operation of anti-seepage measures must be ensured. The abovementioned results can provide scientific support for the seepage optimization design of PSPSs. HIGHLIGHTS The refined finite element model is established.; Based on the continuous medium model.; The distribution of the large-scale seepage field is analysed.; The leakage volume and external water pressure under different deployment schemes of seepage control measures are assessed.; A parameter sensitivity analysis of the curtain failure rate is carried out.;

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