Velocity distribution over cylindrical weirs

被引:32
作者
Heidarpour, M. [1 ]
Chamani, M. R.
机构
[1] Isfahan Univ Technol, Coll Agr, Dept Irrigat & Drainage, Esfahan 8415683111, Iran
[2] Isfahan Univ Technol, Dept Civil Engn, Esfahan 8415683111, Iran
关键词
weirs; cylindrical weirs; velocity profile; potential flow; irrotational flow; curved bed; discharge coefficients;
D O I
10.1080/00221686.2006.9521719
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Assuming that the flow field over the crest of a cylindrical weir is irrotational, a method was developed to predict the velocity distribution on the basis of the potential flow past a cylindrical weir obstacle. Predictions according to Dressler's theory over a curved bed are also presented for comparison. Physical models of cylindrical weirs with various radii and heights were considered. Velocity distributions were measured with a Prandtl tube. The proposed method agrees well with most of the experimental observations. The weir discharge coefficient was determined as a function of total head of approach flow and the crest radius.
引用
收藏
页码:708 / 711
页数:4
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