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T-jump in abruptly expanding channel

 

作者: Roger Bremen,   Willi H. Hager,  

 

期刊: Journal of Hydraulic Research  （Taylor Available online 1993）
卷期: Volume 31, issue 1  

页码: 61-78

 

ISSN:0022-1686

 

年代: 1993

 

DOI:10.1080/00221689309498860

 

出版商: Taylor & Francis Group

 

数据来源: Taylor

 

摘要:

Hydraulic jumps in an abruptly expanding, rectangular and horizontal channel are considered. Particular attention is focused on so-called T-jumps, of which the toe is located upstream from the expansion section. A literature review reveals that T-jumps have not been systematically analysed until now, although considerable effort was made in understanding the phenomenon.

 

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