摘要
结合清河水库工程安全评价,通过大坝的计算指标、边界条件及现状对坝体渗流及渗透稳定进行了计算,并对成果进行复核分析。分析成果认为坝体渗透稳定,安全可靠。
Combined with dam safety evaluation and operation,by calculation on some indexes and boundary condition,this paper analysed the seepage and stability of Qinghe reservoir dam.The result showed that the dam was safe and stable.
出处
《大坝与安全》
2010年第1期41-43,共3页
Dam & Safety
关键词
大坝
渗透
分析
稳定
安全
dam
seepage
analysis
stability
safety
