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Conference paper

Sediment transport under breaking waves

In Coastal Engineering 2000 — 2000, pp. 2467-2480
From

Department of Mechanical Engineering, Technical University of Denmark1

Department of Informatics and Mathematical Modeling, Technical University of Denmark2

The sediment transport in the surf zone is modelled by combining a Navier-Stokes solver, a free surface model, a turbulence model, and a sediment transport model. The flow solver is based on the finite volume technique for non-orthogonal grids. The model is capable of simulating the turbulence generated at the surface where the wave breaks as well as the turbulence generated near the bed due to the wave-motion and the undertow.

In general, the levels of turbulent kinetic energy are found to be higher than experiments show. This results in an over prediction of the sediment transport. Nevertheless, some qualitative features have been modelled with success such as the onshore transport under plunging breakers and offshore transport under spilling breakers.

Language: English
Publisher: American Society of Civil Engineers
Year: 2000
Pages: 2467-2480
Proceedings: 27th International Conference on Coastal Engineering
Journal subtitle: Proceedings of the 27th International Conference on Coastal Engineering
Types: Conference paper
DOI: 10.1061/40549(276)193
ORCIDs: Christensen, Erik Damgaard

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