摘要
采用有限元法对西河东联圩幕下裁弯取直堤防工程进行渗透稳定计算,并与监测资料对比,证明了该方法的可行性,为同类水利工程设计提供借鉴。
The seepage stability of Mu-Xia cut-off dam in Xi He-dong levee is calculated using FEM as well as the monitoring data of the dam. It is proved that the method is feasible according to the comparison. This method can also provide example for similar hydraulic engineering in design.
出处
《科学技术与工程》
2007年第19期4952-4955,共4页
Science Technology and Engineering
关键词
土堤
稳定渗流
比降
有限元
earth levee steady seepage slope finite element method
