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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