Articles | Volume 13, issue 5
https://doi.org/10.5194/os-13-673-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/os-13-673-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
07 Sep 2017
Research article |
| 07 Sep 2017
Modelling of sediment transport and morphological evolution under the combined action of waves and currents
Guilherme Franz
CORRESPONDING AUTHOR
MARETEC, Instituto Superior Técnico, Universidade de Lisboa, Av.
Rovisco Pais, 1049-001, Lisboa, Portugal
Matthias T. Delpey
Centre Rivages Pro Tech, SUEZ, 2 allée Théodore Monod, Bidart,
France
David Brito
ACTION MODULERS, Estrada Principal, no. 29, Paz, 2640-583
Mafra, Portugal
Lígia Pinto
MARETEC, Instituto Superior Técnico, Universidade de Lisboa, Av.
Rovisco Pais, 1049-001, Lisboa, Portugal
Paulo Leitão
HIDROMOD, Rua Rui Teles Palhinha, no. 4,
Leião, 2740-278 Porto Salvo, Portugal
Ramiro Neves
MARETEC, Instituto Superior Técnico, Universidade de Lisboa, Av.
Rovisco Pais, 1049-001, Lisboa, Portugal
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Total article views: 2,868 (including HTML, PDF, and XML)
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- Tidal inlet short-term morphodynamics analysed trough the tidal prism - longshore sediment transport ratio criterion R. Silva et al. 10.1016/j.geomorph.2019.106918
- Suspended sediment transport in Rio Colorado agricultural basin, Argentina N. Cancio & J. Pierini 10.3389/fbuil.2023.1142671
- Sediment dynamics and morphological evolution in the Tagus Estuary inlet A. Fortunato et al. 10.1016/j.margeo.2021.106590
- The Cross‐Shore Component in the Vertical Structure of Wave‐Induced Currents and Resulting Offshore Transport J. Lu et al. 10.1029/2021JC017311
- Numerical modelling of a Macrotidal Bay over the last 9,000 years: An interdisciplinary methodology to understand the influence of sea-level variations on tidal currents in the Bay of Brest M. Guillaume Olivier et al. 10.1016/j.csr.2021.104595
- Spatiotemporal variability of suspended sediment concentration in the coastal waters of Yellow River Delta: Driving mechanism and geomorphic implications H. Ji et al. 10.1016/j.margeo.2024.107266
- On simulating shoreline evolution using a hybrid 2D/one-line model A. Seenath 10.1016/j.coastaleng.2022.104216
- Assessment of the potential for dredged material dispersal from dumping sites in the Gulf of Gdańsk W. Cieślikiewicz et al. 10.1007/s11368-018-2066-4
- Seafloor morphology changes in the inner-shelf area of the Pozzuoli Bay, Eastern Tyrrhenian Sea G. Di Martino et al. 10.1007/s11001-021-09434-0
- A new approach for handling complex morphologies in hybrid shoreline evolution models A. Seenath 10.1016/j.apor.2023.103754
- Sediment dynamics near a sandy spit with wave-induced coastal currents J. Lu et al. 10.1016/j.csr.2019.104033
- Comment on “The Cross‐Shore Component in the Vertical Structure of Wave‐Induced Currents and Resulting Offshore Transport” by Lu et al. X. Wang & G. Yang 10.1029/2022JC018665
- Impacts of training wall construction on littoral sedimentation under seasonal flow variability and sea-level rise: A case study of the Magdalena River (Colombia) C. Torres-Marchena et al. 10.1016/j.coastaleng.2023.104306
- A systematic review of morphological models of salt marshes X. Wang et al. 10.1016/j.wse.2023.08.006
- The effect of waves in hydrodynamics, stratification, and salt wedge intrusion in a microtidal estuary A. Higgins Álvarez et al. 10.3389/fmars.2022.974163
- Coupling Rivers and Estuaries with an Ocean Model: An Improved Methodology J. Sobrinho et al. 10.3390/w13162284
- A new approach for incorporating sea-level rise in hybrid 2D/one-line shoreline models A. Seenath 10.1038/s41598-022-23043-w
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Latest update: 24 Apr 2024
Short summary
The paper describes a numerical modelling methodology capable of reproducing the hydrodynamics, sediment transport, and morphological evolution of coastal zones under the combined action of waves and currents. The long-term beach response to different designs of coastal defence structures was assessed, as well as the formation of multiple sandbars on the beach slope. The methodology can be applied in engineering studies in order to evaluate the best solution to protect the coast against erosion.
The paper describes a numerical modelling methodology capable of reproducing the hydrodynamics,...
