A coupled model for sediment transport dynamics and prediction of seabed morphology with application to 1DH/2DH coastal engineering problems

Afentoulis, Vasileios; Papadimitriou, Andreas; Belibassakis, Kostas; Tsoukala, Vasiliki

doi:10.1016/j.oceano.2022.03.007

Artykuł - szczegóły

Tytuł artykułu

A coupled model for sediment transport dynamics and prediction of seabed morphology with application to 1DH/2DH coastal engineering problems

Autorzy

Afentoulis Vasileios , Papadimitriou Andreas , Belibassakis Kostas , Tsoukala Vasiliki

Wybrane pełne teksty z tego czasopisma

Identyfikatory

DOI

10.1016/j.oceano.2022.03.007

Warianty tytułu

Języki publikacji

Abstrakty

Coastline retreat poses a threat to nearshore environment and the assessment of erosion phenomena is required to plan the coastal engineering works. The hydro-morphodynamic response of a beach to natural and artificial forcing factors differ considerably, as the nearshore processes are especially complex and depended on a multitude of parameters, including prevailing wave and hydrodynamic conditions, beach topography, sediment characteristics and the presence of coastal protection works. The present study serves the purpose of numerically evaluating nearshore morphological processes and ultimately assessing the capacity of coastal defence structures to control beach erosion. For this reason, a new sediment transport model including unsteady effects and swash zone morphodynamics, was coupled to the highly nonlinear Boussinesq wave model FUNWAVE-TVD, providing integrated predictions of bed level evolution, across various timescales of interest. The compound model was validated thoroughly against laboratory data and other numerical investigations. Overall, a good agreement between experimental and numerical results was achieved for a number of test cases, investigating the effects of different types of shore protection structures. The proposed integrated model can be a valuable tool for engineers and scientists desiring to obtain accurate bed level predictions, over complex mildly and steeply sloping sea bottoms composed of non-cohesive sediment particles.

Słowa kluczowe

sediment transport coastal dynamics Boussinesq wave model numerical modelling coastal structures

Wydawca

Polish Academy of Sciences, Institute of Oceanology
Elsevier

Czasopismo

Oceanologia

Rocznik

2022

Tom

No. 64 (3)

Strony

514--534

Opis fizyczny

Bibliogr. 83 poz., rys., tab., wykr.

Twórcy

autor

Afentoulis Vasileios

af.vasilis@gmail.com

Laboratory of Harbour Works, Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, Greece

autor

Papadimitriou Andreas

Laboratory of Harbour Works, Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, Greece

autor

Belibassakis Kostas

School of Naval Architecture and Marine Engineering, National Technical University of Athens, Athens, Greece

https://orcid.org/0000-0002-9191-9543

autor

Tsoukala Vasiliki

Laboratory of Harbour Works, Department of Water Resources and Environmental Engineering, School of Civil Engineering, National Technical University of Athens, Greece

https://orcid.org/0000-0001-8526-6286

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).

Typ dokumentu

Bibliografia

Identyfikator YADDA

bwmeta1.element.baztech-d78fde94-ef62-4e1c-8615-3a22d7e7eea7