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Dec 31, 2015
Non-Uniform Suspended Sediments under Waves
Authors: Aronne Armanini and Piero RuolAuthor Affiliations
Publication: Coastal Engineering 1988
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.
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© 1989 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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Aronne Armanini
Professor of Hydraulics, Dept.of Eng., University of Trent, Mesiano di Povo, Trento, Italy.
Piero Ruol
Ph.D.Candidate, Inst. Maritime Constr., University of Padua, Via Ognissanti, 39 Padova, Italy.
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