旺罗水闸重建工程下游消力池研究  

Study on the Downstream Stilling Basin of Wangluo Sluice

作　　者：黄智敏[1] 陆汉柱[1] 付波[1] 朱红华[1] 

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

出　　处：《水利科技与经济》2015年第9期17-19,共3页Water Conservancy Science and Technology and Economy

摘　　要：由于旺罗水闸结构老化,且闸下游河道河床下切、水位明显下降,造成工程出险,需进行重建。根据旺罗水闸重建工程设计运行的水文条件,对水闸下游消力池的体型和布置进行计算和水力模型试验验证,成果可供类似工程设计参考。Owing to the aging problem of the sluice structure,and the downstream river bed cutting,the river water- level degradation significantly,Wangluo sluice is destroied and need to be reconstructed. According to the operation hydrological conditions of the sluice reconstruction project in the design,the configuration and layout of the sluice downstream stilling basin are calculated,and verified by the hydraulic model test. The results can provide a reference for similar engineering design.

关 键 词：水闸 消力池 体型 计算 模型试验 

分 类 号：TV212[水利工程—水文学及水资源]