摘要
将笔者提出的临界淹没理论引入宽顶堰流研究,得到了与现行方法计算成果一致的流量计算公式.公式结构简单,计算工作量较小,可供实际工程参用.
Appling the critical submerged theory presented to the research of flow over broad crested weirs,the discharge formula which the results of computation coincide with the present computing method is obtained in this paper.
出处
《重庆交通学院学报》
1998年第1期28-30,38,共4页
Journal of Chongqing Jiaotong University
关键词
宽顶堰流
临界淹没
流量系数
泄水建筑物
broad crested weir flow,critical submerged,coefficient of discharge,coefficient of velocity