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B-jump in sloping channel

 

作者: Willi H. Hager,  

 

期刊: Journal of Hydraulic Research  (Taylor Available online 1988)
卷期: Volume 26, issue 5  

页码: 539-558

 

ISSN:0022-1686

 

年代: 1988

 

DOI:10.1080/00221688809499192

 

出版商: Taylor & Francis Group

 

数据来源: Taylor

 

摘要:

The overall phenomenon of a hydraulic jump in prismatic, rectangular channels, whose bottom slope is considerable in the upstream and horizontal in the downstream reach is investigated. Based on detailed observations, expressions are derived for the sequent depths, the jump efficiency, the length characteristics and the horizontal bottom force component.

 

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