千佛岩水电站泄洪建筑物水力学试验研究  

Study on Hydraulic Test in Flood-releasing Structure of Qianfoyan Hydropower Station

作　　者：梁亮[1] 戴光清[1] 杨鹏志[2] 高旭东[1] 

机构地区：[1]四川大学水力学与山区河流开发保护国家重点实验室,四川成都610065 [2]河北工程技术高等专科学校水利系,河北沧州061001

出　　处：《水利与建筑工程学报》2006年第2期59-60,77,共3页Journal of Water Resources and Architectural Engineering

摘　　要：工程中泄水建筑物与电站厂房之间容易出现跌水、侧收缩等问题,严重地影响了泄水建筑物的泄流量和电站的安全运行。结合具体工程,通过多种体型方案的比较,提出了在闸墩前加设圆墩头导墙的优化方案,为同类工程的设计、修建起到了一定的参考作用。Abstract： Hydraulic drop and side contraction often occur between the flood-releaslng structure and power-house in many projects,which badly influence on the discharge of flood-releasing structure and the safe running of the plant. By comparing several bodily form schemes and combining a project, the optimizing scheme that a circular pier guide wall is set in the front of the pier is put forward. It can afford references to similar projects.

关 键 词：水闸 圆墩头导墙 模型试验 

分 类 号：TV66[水利工程—水利水电工程]