NON-UNIFORM SUSPENDED SEDIMENTS UNDER WAVES

Aronne Armanini; Piero Ruol

doi:10.9753/icce.v21.84

No. 21 (1988), Conference Proceedings

No. 21 (1988)

NON-UNIFORM SUSPENDED SEDIMENTS UNDER WAVES

Conference Proceedings

https://doi.org/10.9753/icce.v21.84

Published 1988-01-29

Aronne Armanini⁺⁻
Piero Ruol⁺⁻

Aronne Armanini

Hydraulics, Dept.of Eng., University of Trent

Piero Ruol

Inst. Maritime Constr., University of Padua

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Keywords

nonuniform sediment
suspended sediment

How to Cite

Armanini, A., & Ruol, P. (1988). NON-UNIFORM SUSPENDED SEDIMENTS UNDER WAVES. Coastal Engineering Proceedings, 1(21), 84. https://doi.org/10.9753/icce.v21.84

Abstract

An original mathematical formulation for suspended sediments in a two-dimensional wave boundary layer is presented. The model accounts for non-immediate adaptation of sediments to the hydrodinamic conditions, and allows to include the effect of sorting of the different diameters considered. The mathematical model is numerically solved through a finite difference scheme. It is suitable that results compare favourably with experimental data by Staub et alii.

https://doi.org/10.9753/icce.v21.84

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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NON-UNIFORM SUSPENDED SEDIMENTS UNDER WAVES

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