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贵港抽水蓄能电站下水库防渗设计

李彬 丰伟 杨淇淇

红水河2025,Vol.44Issue(1):85-88,4.
红水河2025,Vol.44Issue(1):85-88,4.DOI:10.3969/j.issn.1001-408X.2025.01.018

贵港抽水蓄能电站下水库防渗设计

Anti-Seepage Design of Lower Reservoir in Guigang Pumped Storage Power Station

李彬 1丰伟 1杨淇淇1

作者信息

  • 1. 中国能源建设集团广西电力设计研究院有限公司,广西 南宁 530007
  • 折叠

摘要

Abstract

The dam site of the lower reservoir of Guigang Pumped Storage Power Station is located above the contact zone between granite and sandstone,and there is water conductivity in this area.There is a low water level trough in the sandstone section of the right abutment,which has a risk of leakage.Based on the topography and hydrogeological conditions,the authors analyze and study the causes of the low groundwater level and the leakage channel of the right abutment,and put forward the design scheme of curtain grouting anti-seepage with double-layer grouting gallery.The results show that the daily leakage after curtain grouting accounts for about 0.03‰ of the total storage capacity,and the anti-seepage effect is remarkable.The research can provide reference for similar engineering design.

关键词

防渗设计/下水库/垂直防渗/帷幕灌浆/贵港抽水蓄能电站

Key words

anti-seepage design/lower reservoir/vertical anti-seepage/curtain grouting/Guigang Pumped Storage Power Station

分类

建筑与水利

引用本文复制引用

李彬,丰伟,杨淇淇..贵港抽水蓄能电站下水库防渗设计[J].红水河,2025,44(1):85-88,4.

红水河

1001-408X

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