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Investigation on large-scale 3D seepage characteristics of a pumped-storage power station: a case study in Zhejiang Province, China.
Li, Jiabei; Zhang, Sherong; Wang, Chao; Jiang, Zhiyong; Zheng, Jun; Wang, Xiaohua; Lu, Tong.
Afiliación
  • Li J; State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China; School of Civil Engineering, Tianjin University, Tianjin 300350, China E-mail: janson126@163.com.
  • Zhang S; State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China; School of Civil Engineering, Tianjin University, Tianjin 300350, China.
  • Wang C; State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China; School of Civil Engineering, Tianjin University, Tianjin 300350, China.
  • Jiang Z; China Water Resources Beifang Investigation, Design and Research Co., Ltd., Tianjin 300350, China.
  • Zheng J; China Water Resources Beifang Investigation, Design and Research Co., Ltd., Tianjin 300350, China.
  • Wang X; State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China; School of Civil Engineering, Tianjin University, Tianjin 300350, China.
  • Lu T; State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China; School of Civil Engineering, Tianjin University, Tianjin 300350, China.
Water Sci Technol ; 88(6): 1374-1393, 2023 Sep.
Article en En | MEDLINE | ID: mdl-37768742
ABSTRACT
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.
Asunto(s)

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Asunto principal: Geología Tipo de estudio: Prognostic_studies País/Región como asunto: Asia Idioma: En Revista: Water Sci Technol Asunto de la revista: SAUDE AMBIENTAL / TOXICOLOGIA Año: 2023 Tipo del documento: Article

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Asunto principal: Geología Tipo de estudio: Prognostic_studies País/Región como asunto: Asia Idioma: En Revista: Water Sci Technol Asunto de la revista: SAUDE AMBIENTAL / TOXICOLOGIA Año: 2023 Tipo del documento: Article
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