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An analysis of nearshore profile and bar development under large scale erosive and accretive waves

Autor
Sanchez-arcilla, A.; Caceres, I.
Tipus d'activitat
Article en revista
Revista
Journal of hydraulic research
Data de publicació
2018-04
Volum
56
Número
02
Pàgina inicial
231
Pàgina final
244
DOI
https://doi.org/10.1080/00221686.2017.1315748 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/116101 Obrir en finestra nova
URL
http://www.tandfonline.com/doi/abs/10.1080/00221686.2017.1315748 Obrir en finestra nova
Resum
This is an Accepted Manuscript of an article published by Taylor & Francis Group in Journal of Hydraulic Research on 2018, available online at: http://www.tandfonline.com/10.1080/00221686.2017.1315748 Typical morphodynamic laboratory tests have been carried out at small scales and without sufficient coverage or resolution. These limitations, applying particularly to accretive tests, have obstructed reliable observations and restricted modelling capabilities. Here we present experiments with eros...
Citació
Sanchez-arcilla, A., Caceres, I. An analysis of nearshore profile and bar development under large scale erosive and accretive waves. "Journal of hydraulic research", Abril 2018, vol. 56, núm. 02, p. 231-244.
Paraules clau
Accretion and erosion, mobile bed experiments, sediment transport peaks, suspended and bed loads
Grup de recerca
LIM/UPC - Laboratori d'Enginyeria Marítima

Participants