The Von-Kármán coefficient in sediment laden flow
作者:
M. Nouh,
期刊:
Journal of Hydraulic Research
(Taylor Available online 1989)
卷期:
Volume 27,
issue 4
页码: 477-499
ISSN:0022-1686
年代: 1989
DOI:10.1080/00221688909499125
出版商: Taylor & Francis Group
数据来源: Taylor
摘要:
The paper presents the results of an experimental investigation on the behaviour of Von-Kármán coefficient in sediment laden flow in straight and in curved reaches of smooth rectangular rigid boundary open channels. The investigation shows the effect of varying the Reynolds number of sediment laden flow, the suspended sediment concentration in the flow, the radius-breadth ratio of the channel, and the central angle of the bend.
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