摘要
为了继续发挥水闸的经济效益,对幸福堰原水闸进行除险加固处理,在原建工程的基础上,结合工程最新勘察地质资料,重新设计水工布置,包括新建实用堰、拦河闸和灌溉闸,且新建的消力池和海漫开挖至基岩面高程,直接作为底板,为幸福堰水闸除险加固设计及施工提供依据。
Details of the reinforcement scheme of the Xingfuyan Sluice are introduced. Hydraulic structure arrangement is re-designed based on the latest geological information of the project, including the construction of new practical weir, barrage sluices, irrigation sluices and stilling pool. It is also suggested that the stilling pool and the apron extension should be excavated to the bedrock elevation and directly take the bedrock surface as their base plates. These resuhs provide useful information to the design and construction of reinforcement.
出处
《水电与新能源》
2015年第8期27-29,共3页
Hydropower and New Energy
关键词
水闸
实用堰
除险加固
设计
sluice
practical weir
reinforcement
design
