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Large-scale flume experiments on dune erosion processes

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Large-scale flume experiments on dune erosion processes. / Tomasicchio, G. R.; Sanchez-Arcilla, G. R. ; D’Alessandro, F. et al.
In: Journal of Hydraulic Research, Vol. 49, No. Supplement 1, 604574, 2011, p. 20-30.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Harvard

Tomasicchio, GR, Sanchez-Arcilla, GR, D’Alessandro, F, Ilic, S, James, MR, Sancho, F, Fortes, CJEM & Schüttrumpf, H 2011, 'Large-scale flume experiments on dune erosion processes', Journal of Hydraulic Research, vol. 49, no. Supplement 1, 604574, pp. 20-30. https://doi.org/10.1080/00221686.2011.604574

APA

Tomasicchio, G. R., Sanchez-Arcilla, G. R., D’Alessandro, F., Ilic, S., James, M. R., Sancho, F., Fortes, C. J. E. M., & Schüttrumpf, H. (2011). Large-scale flume experiments on dune erosion processes. Journal of Hydraulic Research, 49(Supplement 1), 20-30. Article 604574. https://doi.org/10.1080/00221686.2011.604574

Vancouver

Tomasicchio GR, Sanchez-Arcilla GR, D’Alessandro F, Ilic S, James MR, Sancho F et al. Large-scale flume experiments on dune erosion processes. Journal of Hydraulic Research. 2011;49(Supplement 1):20-30. 604574. doi: 10.1080/00221686.2011.604574

Author

Tomasicchio, G. R. ; Sanchez-Arcilla, G. R. ; D’Alessandro, F. et al. / Large-scale flume experiments on dune erosion processes. In: Journal of Hydraulic Research. 2011 ; Vol. 49, No. Supplement 1. pp. 20-30.

Bibtex

@article{5a71980b22fb4fefa96b27cd065ce67d,
title = "Large-scale flume experiments on dune erosion processes",
abstract = "This research provides an overview of the large-scale physical model experiments conducted at the Canal d'Investigaci{\`o} i Esperimentaci{\`o} Mar{\textquoteleft}ıtima, Laboratori d'Enginyeria Mar{\textquoteleft}ıtima, Universitat Polit{\`e}cnica de Catalunya, Barcelona, within the EU-Hydralab III Integrated Infrastructure Initiative. The model tests have been carried out in a flume with a sandy dune exposed to a combination of water levels and wave conditions. Different regimes of wave attacks on the sandy beach/dune system were investigated. In particular, the study provides a unique set of large-scale physical data concerning the wave-induced dune overwash. Measurements of velocities, sediment concentrations and beach–dune profile evolutions were considered. The profile measurements have been used to calibrate and validate a numerical model predicting the beach–dune profile modifications over the near-shore region. The numerical model compares well with the experimental data.",
author = "Tomasicchio, {G. R.} and Sanchez-Arcilla, {G. R.} and F. D{\textquoteright}Alessandro and Suzana Ilic and James, {Mike R.} and F. Sancho and Fortes, {C. J. E. M.} and H. Sch{\"u}ttrumpf",
year = "2011",
doi = "10.1080/00221686.2011.604574",
language = "English",
volume = "49",
pages = "20--30",
journal = "Journal of Hydraulic Research",
issn = "0022-1686",
publisher = "International Association of Hydraulic Engineering Research",
number = "Supplement 1",

}

RIS

TY - JOUR

T1 - Large-scale flume experiments on dune erosion processes

AU - Tomasicchio, G. R.

AU - Sanchez-Arcilla, G. R.

AU - D’Alessandro, F.

AU - Ilic, Suzana

AU - James, Mike R.

AU - Sancho, F.

AU - Fortes, C. J. E. M.

AU - Schüttrumpf, H.

PY - 2011

Y1 - 2011

N2 - This research provides an overview of the large-scale physical model experiments conducted at the Canal d'Investigaciò i Esperimentaciò Mar‘ıtima, Laboratori d'Enginyeria Mar‘ıtima, Universitat Politècnica de Catalunya, Barcelona, within the EU-Hydralab III Integrated Infrastructure Initiative. The model tests have been carried out in a flume with a sandy dune exposed to a combination of water levels and wave conditions. Different regimes of wave attacks on the sandy beach/dune system were investigated. In particular, the study provides a unique set of large-scale physical data concerning the wave-induced dune overwash. Measurements of velocities, sediment concentrations and beach–dune profile evolutions were considered. The profile measurements have been used to calibrate and validate a numerical model predicting the beach–dune profile modifications over the near-shore region. The numerical model compares well with the experimental data.

AB - This research provides an overview of the large-scale physical model experiments conducted at the Canal d'Investigaciò i Esperimentaciò Mar‘ıtima, Laboratori d'Enginyeria Mar‘ıtima, Universitat Politècnica de Catalunya, Barcelona, within the EU-Hydralab III Integrated Infrastructure Initiative. The model tests have been carried out in a flume with a sandy dune exposed to a combination of water levels and wave conditions. Different regimes of wave attacks on the sandy beach/dune system were investigated. In particular, the study provides a unique set of large-scale physical data concerning the wave-induced dune overwash. Measurements of velocities, sediment concentrations and beach–dune profile evolutions were considered. The profile measurements have been used to calibrate and validate a numerical model predicting the beach–dune profile modifications over the near-shore region. The numerical model compares well with the experimental data.

U2 - 10.1080/00221686.2011.604574

DO - 10.1080/00221686.2011.604574

M3 - Journal article

VL - 49

SP - 20

EP - 30

JO - Journal of Hydraulic Research

JF - Journal of Hydraulic Research

SN - 0022-1686

IS - Supplement 1

M1 - 604574

ER -