摘要
应用流体力学动量积分方程,详细地分析了底、面跌流式水垫塘流动特征和消能机理,并导出有关水力计算公式。然后,通过一个工程算例,说明整个水力计算过程。计算结果表明,公式是合理的,可为进一步的实验研究和水垫塘泄洪消能布置提供科学依据。
By using fluid mechanics’ momentum integral equations, energy dissipation mechanism are flow characteristic in the plunge pool of the bottom(or surface) drop flow type are analysed in detail and some related formulas and derived. And then, the whole hydraulic calculation process is represented through an engineering illustration. The calculated results show that the provided formulas are rational and can serve as scientific references for further test study and layout design of energy dissipation in plunge pool.
出处
《长江科学院院报》
EI
CSCD
北大核心
1998年第1期26-30,共5页
Journal of Changjiang River Scientific Research Institute
基金
国家基金委重点资助项目
博士后基金
关键词
底跌流式
面跌流式
水垫塘消能
消能机理
bottm drop flow type
surface drop flow type
energy dissipation in plunge pool