摘要
为探究解决跌坎型消力池在大单宽、低弗劳德数条件下引起的振荡型水跃问题,进行了跌坎型消力池和收缩墩与跌坎型消力池两类消能工试验,对比分析了试验的流态、流速和压强分布规律。试验结果表明,加设收缩墩后,入池射流破坏了表面水流与水垫层剪切形成的大幅度振荡波动,有效地解决了振荡型水跃问题,降低了水流对底板的冲击压力。
In order to explore how to solve the problem from the oscillating hydraulic jump caused by the stilling pool with falling sill under the condition of large unit width and low Froude number, the experiments on two kinds of energy dissipators, i.e. stilling pool with falling sill and stilling pool with contraction pier and falling sill, are carried out, from which the flow pattern, flow rate and the pressure distribution law are comparatively analyzed. The experiment results show that the large amplitude oscil- lating wave formed by the shearing between the surface flow and the water cushion layer is broken up by the inflow jet after adding the contraction pier, thus not only the problem from the oscillating hydraulic jump is effectively solved, but the impacting pres- sure from water flow on the bottom floor is also lowered.
出处
《水利水电技术》
CSCD
北大核心
2016年第10期40-44,共5页
Water Resources and Hydropower Engineering
基金
水能资源利用关键技术湖南省重点实验室开放基金资助项目(PKLHD201301)
中央财政支持地方高校发展专项资金特色重点学科(106-00X101)
关键词
收缩墩
跌坎型消力池
大单宽
振荡流态
contraction pier, stilling pool with falling sill
large unit width
oscillating flow pattern
