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尼泊尔波迪·科西水电工程首部枢纽右岸为规模较大的古滑坡体,河床表层主要为冲洪积层和崩塌堆积层,地基透水性强,采用混凝土防渗墙防渗。介绍了防渗墙的布置、结构设计和地基渗流分析。
The right bank of the first hub of the Bodi Kexi Hydropower Project in Nepal is a large-scale ancient landslide body. The surface of the river bed is mainly alluvium-accumulating and collapsing accumulation layers. The foundation is permeable to water and the concrete seepage prevention wall is used for seepage prevention. The design of impervious wall, structural design and foundation seepage analysis are introduced.