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HYDRAULICS OF RECTANGULAR VERTICAL DROP STRUCTURES

 

作者: Mohammad Akram Gill,  

 

期刊: Journal of Hydraulic Research  (Taylor Available online 1979)
卷期: Volume 17, issue 4  

页码: 289-302

 

ISSN:0022-1686

 

年代: 1979

 

DOI:10.1080/00221687909499573

 

出版商: Taylor & Francis Group

 

数据来源: Taylor

 

摘要:

Previous works of Moore, White, and Rand on the characteristics of the free overfall drop structures are briefly reviewed. A simple theory initially proposed by White is modified by introducing lesser drastic assumptions than the ones on which White's theory is based. The resulting theory is in closer agreement with experiment and the empirical equations of Rand than White's theory. Experimental results are also given on the brink depth as an appendix.

 

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