摘要
通过螺滩水库溢流堰模型试验,验证溢流堰体型的合理性,分析了渲泄各特征频率洪水、下游流速及河床冲刷情况,提出了相应建议,为优化设计提供依据.
By the model test of overflow weir of Luotan Reservoir, the reasonable body type of the overflow weir is verified. To overflow every characteristic frequency flood, downstream water volecity and river bed erosion are analyzed. At last, the relevent suggestion is proposed.
出处
《江西水利科技》
2009年第1期28-30,共3页
Jiangxi Hydraulic Science & Technology
关键词
水工模型试验
溢流堰
消能
流速
Hydraulic model test
Overflow weir
Energy dissipation
Water volecity
