虎庄河防潮节制闸工程过流能力及稳定性分析  

Analysis of Flow Capacity and Stability of Huzhuang River Dampproof Sluice

作　　者：杨勇 YANG Yong(Suizhong County Water Conservancy Bureau,Huludao 125200,Liaoning,China)

机构地区：[1]绥中县水利局,辽宁葫芦岛125200

出　　处：《水利科技与经济》2020年第7期27-30,共4页Water Conservancy Science and Technology and Economy

摘　　要：河道闸门是提高河水利用率的最常见水利设施,投资规模小,也特别适用于小型河道控制。以辽宁营口虎庄河防潮节制闸重建工程为实例,重点介绍节制闸过流能力的计算及闸基、闸室结构稳定性分析,结合河道实际情况和工程设计方案,得出各项指标满足要求,以期为类似工程设计提供可参考经验。The river gate is the most common water conservancy facility to improve the utilization ratio of river water,which has a small investment scale and is especially suitable for small river control.Taking the reconstruction project of Huzhuang river dampproof sluice in Yingkou,Liaoning Province as an example,this paper focuses on the calculation of the flow capacity of the sluice and the analysis of the structural stability of the sluice foundation and chamber.Combined with the actual situation of the river channel and the design scheme of the project,it is concluded that the indexes meet the requirements,so as to provide reference experience for similar project design.

关 键 词：防潮节制闸 潮位 过流能力 稳定性 分析 

分 类 号：TV66[水利工程—水利水电工程]