摘要
以四川省境内大渡河干流的巴底水电站为例,结合前人计算成果,对该坝址区河床深覆盖层的渗透稳定性进行了分析,分析了多个防渗方案的防渗效果,通过分析选出了最优方案。
Taking Badi hydroelectric station of stem stream of Dadu River in Sichuan province as an example,combining with previous calculation achievements,the essay analyzes seepage stability of deep overburden in the dam region,analyzes seepage resistance effects of various seepage resistance schemes,finally selects optimal scheme.
出处
《山西建筑》
2012年第3期234-236,共3页
Shanxi Architecture
关键词
深覆盖层
渗流
防渗墙
deep overburden
seepage flow
impermeable wall
