摘要
介绍了万塘水库大坝的当前的现状 ,分析了渗流险情的原因及其特点 ,用有限元法进行渗流计算 ,并对渗流整治措施进行比较 ,提出合理的整治方案 .
The present situation of Wantang reservoir is introduced.The reason and characterislic of seepage is analyzed.Finitc element calculation under seepage action is applied and the measures to take under seepage action is compared.An appropriate treatment measure is proposed.
出处
《三峡大学学报（自然科学版）》
CAS
2004年第5期405-408,共4页
Journal of China Three Gorges University：Natural Sciences
