修山水电站枢纽工程水工模型试验研究  

Research of Hydraulic Model Test of Xiushan Hydropower Station Engineering

作　　者：钟砥宁[1] 王均星[2] ZHONG Dining;WANG Junxing(Guangdong No.2 Hydropower Engineering Co.,Ltd, Guangzhou 511340,China;School of Water Resources and Hydropower Engineering, Wuhan University,Wuhan 430072,China)

机构地区：[1]广东水电二局股份有限公司,广东广州511340 [2]武汉大学水利水电学院,湖北武汉430072

出　　处：《广东水利水电》2021年第7期58-63,共6页Guangdong Water Resources and Hydropower

摘　　要：在修山水电站枢纽工程原设计方案的基础上,通过整体水工模型和泄水闸断面模型试验研究,对枢纽的导墙及上下游导航墙提出优化调整,并对下游消能防冲设计提出试验推荐方案。实验研究成果可供类似工程参考。Through the whole hydraulic model and sluice section model test of the project,the rationality and feasibility of the layout and structural design of the project were summarized and demonstrated.It provided a basis for optimization design and achieves better economic benefit.It was worth considering in the future engineering design and can be used as a reference for similar projects.

关 键 词：水电站 水闸 船闸 水工模型 试验 

分 类 号：TV131.61[水利工程—水力学及河流动力学]