高陂水利枢纽通航船闸布置优化研究  

Study on the Optimal Layout of Navigation Lock of Gaobei Water Control Project

作　　者：黄智敏[1,2] 付波[1,2] 陆汉柱[1,2] 钟勇明[1,2] 陈卓英[1,2] HUANG Zhimin;FU Bo;LU Hanzhu;ZHONG Yongming;CHEN Zhuoying(Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510635, China;Guangdong Provincial Key Laboratory of Hydrodynamics,Guangzhou 510635, China)

机构地区：[1]广东省水利水电科学研究院,广州510635 [2]广东省水动力学应用研究重点实验室,广州510635

出　　处：《广东水利水电》2021年第10期1-4,10,共5页Guangdong Water Resources and Hydropower

摘　　要：高陂水利枢纽工程坝址区域河道狭窄和弯曲,对其通航船闸布置带来一定的难度。通过水力模型试验,测试和分析船闸上、下游引航道口门区的流态和流速分布,主要成果有:优化了船闸上游引航道进口处的导航墙布置,改善了船闸的通航条件,满足了船闸通航的要求;根据船闸下游引航道口门区及下游河道的流态和流速分布,对其通航状况进行了分析。该文成果已应用工程建设,可供类似工程设计和运行参考。Due to the narrow channel and bend of the dam site river of Gaobei water control project,it is difficult to arrange the navigation locks.Base on hydraulic model test,the testing and analysis of the flow pattern and velocity distribution of the entrance area of the upstream and downstream approach channel were made.The navigation wall layout of the inlet the upstream approach channel was optimized,which improving the navigation conditions of the ship lock,and meeting the navigation requirements.According to the flow patterns and velocity distributions of the downstream approach channel of the lock and downstream river,the navigation condition was analyzed.The study results has been applied in engineering construction and can be used as reference for similar engineering design and operation.

关 键 词：水利枢纽工程 船闸 口门区 通航 模型试验 

分 类 号：TV61[水利工程—水利水电工程] U641.21[交通运输工程—船舶及航道工程]