Author(s): G. Galappatti; C. B. Vreugdenhil

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Abstract: A model for suspended sediment transport in unsteady and non-uniform flow is derived, in which the vertical dimension is eliminated by means of an asymptotic solution. The resulting depth-integrated model is tested for unidirectional flow cases. Also, an application is given to the siltation of a dredged channel.

DOI: https://doi.org/10.1080/00221688509499345

Year: 1985