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SHI Han-xin, LI Xiang, HU Yu-lin, WANG Xiao-ping. Application of three-dimensional composite drainage net in reservoir bottom seepage prevention system of Liyang Pumped Storage Power Plant[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 104-108. DOI: 10.11779/CJGE2016S1019
Citation: SHI Han-xin, LI Xiang, HU Yu-lin, WANG Xiao-ping. Application of three-dimensional composite drainage net in reservoir bottom seepage prevention system of Liyang Pumped Storage Power Plant[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 104-108. DOI: 10.11779/CJGE2016S1019

Application of three-dimensional composite drainage net in reservoir bottom seepage prevention system of Liyang Pumped Storage Power Plant

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  • Received Date: November 29, 2015
  • Published Date: March 24, 2016
  • The geomembrane is adopted for seepage-prevention in the upper reservoir bottom of Liyang Pumped Storage Power Plant. According to the principle of “upper closure and lower drainage and combination of water resistance and drainage”, the three-dimensional composite drainage net is set up below the geomembrane to collect and drain leaked water through the geomembrane in time. It is the first time to adopt so large area of three-dimensional composite drainage net in the hydropower project in China. The actual drainage effect and capacity should be tested after the impoundment and operation of the project.
  • [1]
    土工合成材料工程应用手册编委员会. 土工合成材料工程应用手册[S]. 北京: 中国建筑工业出版社, 2000. (Editorial board of Geosynthetics Engineering Application Handbook. Geosynthetics engineering application handbook[M]. Beijing: China Architecture and Building Press, 2000. (in Chinese))
    [2]
    SL/T 225—98 水利水电工程土工合成材料应用技术规范[S]. 1998. (SL/T 225—98 Standard of applications of geosynthetics in hydraulic and hydro power engineering[S]. 1998. (in Chinese))

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