On the free overfall

 

作者: Enrico Marchi,  

 

期刊: Journal of Hydraulic Research  (Taylor Available online 1993)
卷期: Volume 31, issue 6  

页码: 777-790

 

ISSN:0022-1686

 

年代: 1993

 

DOI:10.1080/00221689309498818

 

出版商: Taylor & Francis Group

 

数据来源: Taylor

 

摘要:

The phenomenon of the free overfall, experimentally investigated since the pioneering work of H. Rouse (1933) but not enough known analytically, is studied here assuming the steady flow to be two-dimensional, irrotational and frictionless and accounting for the presence of two free curvilinear boundaries. We derive a more general equation than the known one valid for the flow over a flat bottom. By adopting this equation together with the conservation laws, we can deduce: (a) an equation for the lower profile of the nappe, (b) the value of the brink depth and (c) an equation for the free surface profile of the flow upstream from the brink depth. The results are confirmed by the already available experimental data and by new measurements of the author.

 

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