摘要
下株梧水库位于山东省安丘市西南部,总库容1620万m3,最大坝高20.87m。该水库运行已近50a,大坝曾多次发生险情。大坝渗流有限元计算以及渗透变形分析结果表明,大坝坝脚存在渗透变形的可能性。
The reservoir storage capacity of Xiazhuwu reservoir located in southwest of Anqiu city is 16.20 million m3 with 20.87 m dam height. The reservoir has been in operation for 50 years with several dangers. The results of dam seepage ele ment calculation and seepage deformation analysis proved the possibility of existence of seepage deformation in the dam foot.
出处
《大坝与安全》
2012年第1期57-59,共3页
Dam & Safety
关键词
下株梧水库
大坝渗流
有限元计算
渗透变形
Xiazhuwu reservoir
dam seepage
finite element calculation
seepage deformation
