Author(s): M. Nouh

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Abstract: 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.

DOI: https://doi.org/10.1080/00221688909499125

Year: 1989