摘要
结合双排桩结构在滨江区浦沿排灌站外江防冲工程中应用的实例,详细介绍了钱塘江口门处防冲深度的分析计算、双排桩的布置、模型简化和结构计算,为以后的实际工程提供一定参考。
Combined with the double -row piles structure in the erosion protecting engineering for Binjiang Puyan sluice gate station, the paper describe calculation of scour depth in entrance area of Qiantang River, double -row piles layout ,modle simplification and structure calculation. This pa- per will be valuable and helpful to provide reference for practical engineering in future.
出处
《水利科技与经济》
2017年第4期76-80,共5页
Water Conservancy Science and Technology and Economy
关键词
双排桩
防冲
模型
钱塘江
double - row piles
erosion protecting
model
Qiantang River
