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

Author
Sanchez-arcilla, A.; Caceres, I.
Type of activity
Journal article
Journal
Journal of hydraulic research
Date of publication
2018-04
Volume
56
Number
02
First page
231
Last page
244
DOI
https://doi.org/10.1080/00221686.2017.1315748 Open in new window
Repository
http://hdl.handle.net/2117/116101 Open in new window
URL
http://www.tandfonline.com/doi/abs/10.1080/00221686.2017.1315748 Open in new window
Abstract
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...
Citation
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.
Keywords
Accretion and erosion, mobile bed experiments, sediment transport peaks, suspended and bed loads
Group of research
LIM/UPC - Maritime Engineering Laboratory

Participants