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雄安新区南拒马河防洪治理工程新建及改线段右堤设计分析 被引量:2

Design and Analysis of the New-Construction and Reconstruction Right Embankmentof the South Juma River Flood Control Project in Xiong′an New District
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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
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  • 1朱伟 山村和也.洪水渗透时河堤内渗流的实测与分析.堤防加固技术研讨会论文集(上册)[M].,1999..
  • 2Davidenkoff R N.堤坝渗流与稳定性.南科院渗流译文汇编(第七辑)[M].,1973..
  • 3朱伟,山村和也.雨水·洪水渗透时河堤的稳定性[J].岩土工程学报,1999,21(4):414-419. 被引量:31

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