基于VOF方法的团山子水利枢纽溢流坝数值模拟  

Numerical Simulation of Overflow Dam of Tuanshanzi Hydro-junction Based on VOF Method

作　　者：姚迟 姜湖 YAO Chi;JIANG Hu(River and Lake Protection Center of Ministry of Water Resources,Beijing 100038,China;Guangdong Water Resources Survey and Design Institute,Guangzhou 510635,China)

机构地区：[1]水利部河湖保护中心,北京100038 [2]广东水科院勘测设计院,广州510635

出　　处：《广东水利水电》2023年第2期7-10,共4页Guangdong Water Resources and Hydropower

摘　　要：该文以团山子水利枢纽为依托,通过基于VOF的数值模拟对团山子溢流坝的水力特性进行了研究,对团山子溢流坝设计方案进行检验、比较,为优化设计提供依据。This paper based on the Tuanshanzi conservancy project, whose overflow dam has been studied in this thesis by model experiments and numerical simulations based on the VOF.The design scheme of Tuanshanzi overflow dam is tested and compared, so as to provide basis for optimal design.

关 键 词：团山子水利枢纽 溢流坝 WES堰 数值模拟 

分 类 号：TV135.2[水利工程—水力学及河流动力学]