摘要
针对雄安新区南拒马河防洪治理工程(定兴段)中的新建中易水河右堤、南拒马河右堤上游及老里村五一闸弯道段的设计进行探讨,对新建堤防形式进行比选,对堤防的渗流稳定及抗滑稳定进行计算分析,确定了推荐方案的堤防形式的可行性,为类似工程提供技术参考。
The design of the newly-built Zhongyishuihe right embankment,the south Juma river upstream right embankment,and the curve section of Wuyi sluice in Laoli Village which belonged to the flood control project of South Juma River(Dingxing Section)in Xiong′an New District are discussed.The forms of new-built embankments are compared and selected,the seepage stability and anti-sliding stability of the embankments are calculated and analyzed,confirming of the feasibility of recommended dike form provides a technical reference for similar projects.
作者
崔少英
CUI Shao-ying(Hebei Research Institute of Investigation&Design of Water Conservancy&Hydropower,Tianjin 300250,China)
出处
《水利科技与经济》
2020年第9期28-34,共7页
Water Conservancy Science and Technology and Economy
关键词
新建堤防
渗流
抗滑
壤土斜墙
newly-built embankment
seepage
anti-sliding
loam slope-wall