摘要
老挝会兰庞雅水电站粘土心墙堆石坝最大坝高75.60m,坝顶长571m。坝址区堆石料、防渗土料丰富。设计时重点考虑了筑坝料、坝体分区和基础处理等,并进行了坝体变形和渗透稳定计算。坝体结构合理,运行后各项监测成果良好,大坝安全可靠。
The project has a rockfill dam with clay core, with its maximum dam height of 75.6m and crest lengthof 571m. There are rich rockfill materials and impervious earth materials at the dam area. Considerations aremainly given to building materials, dam zoning, and foundation treatment in the design. Moreover, calculations ondam deformation and seepage stability are also carried out. So, the safe and reliable dam has a reasonable structure and good monitoring results after operation.
出处
《红水河》
2016年第3期37-41,共5页
Hongshui River
关键词
粘土心墙堆石坝
会兰庞雅水电站
水工设计
rockfill dam with cloy core
Houay Lamphan Gnai hydropower station
hydraulic design