新型消能结构在阳江核电厂防洪设计中的应用研究  

Research on Application of New Type of Dissipater in Flood Control Design at Yang River Nuclear Power Station

作　　者：徐锡荣[1] 廖泽球[2] 

机构地区：[1]河海大学水利水电工程学院,南京210098 [2]广东省电力设计研究院,广州510663

出　　处：《核动力工程》2010年第6期127-130,共4页Nuclear Power Engineering

摘　　要：结合阳江核电厂厂区设计条件,采用模型试验方法对防洪消能结构进行研究。结果表明,在阳江核电厂区防洪消能结构设计中,利用山体开挖边坡上的马道进行多级消能,消能结构采用在马道外侧设置弧形坎、马道内侧设置透空直墙,可获得较理想的消能效果。Considering the design condition at Yang River nuclear power station,the flood control dissipater is studied by the model experimentation method.The result shows that,the flood control dissipation design within the site of Yang River nuclear power station,i.e.to use the bridle path at mountain slope excavation to get the multi-level dissipation of energy,and to set up the stilling baffle outside the bridle path and permeable dike inside the bridge path as the dissipater,could obtain the satisfactory result of dissipation of energy.

关 键 词：核电厂 防洪 消能结构 高水头 陡坡 

分 类 号：TV122.3[水利工程—水文学及水资源] TL372.2[核科学技术—核技术及应用]