摘要
采用有限元法模拟了光照水电站碾压混凝土重力坝坝体及坝基的渗流特性,研究了影响渗流的主要因素,分析了防渗帷幕的渗透稳定,评价了防渗排水系统设计的合理性。
The permeability of Guangzhao RCC gravity and its foundation is simulated by FEM to research the principed factors which influence the seepage rate through them,the stability of anti-seepage curtain is analyzed and the rationality of anti-seepage and drainage system is evealuated.
出处
《湖北水力发电》
2006年第3期42-45,共4页
Hubei Water Power
关键词
碾压混凝土重力坝
渗流
有限元法
仿真计算
RCC gravity dam,seppage,finite element method(FEM),simulated computation.
