Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models

E. S. Lee; D. Violeau; M. Benoit; R. Issa; D. Laurence; P. Stansby

doi:10.1142/9789812709554_0396

Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models

E. S. Lee
, D. Violeau
, M. Benoit
, R. Issa
, D. Laurence
, P. Stansby

University of Manchester
Lamsid/EDF/R and D

Résultats de recherche: Le chapitre dans un livre, un rapport, une anthologie ou une collection › Contribution à une conférence › Revue par des pairs

1 Citation (Scopus)

Résumé

In order to study wave-structure interactions for coastal applications (wave shoaling in front of the structure and breaking, run-up, overtopping and forces due to wave action), we examine the potential and limitations of two different numerical approaches, namely an extended Boussinesq-type finite difference model and the SPH Lagrangian numerical method in 2-D. These methods are evaluated and compared on two test-cases for which laboratory measurements are available (overtopping of a dyke by regular waves and wave transformation over a coral reef). It is shown that both approaches are able to correctly model the evolution of wave height and setup, while the SPH method offers a more precise prediction of hydrodynamics in breaking waves and overtopping waves.

langue originale	Anglais
titre	Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006
Editeur	American Society of Civil Engineers (ASCE)
Pages	4727-4739
Nombre de pages	13
ISBN (imprimé)	9789812706362
Les DOIs	https://doi.org/10.1142/9789812709554_0396
état	Publié - 1 janv. 2007
Modification externe	Oui
Evénement	30th International Conference on Coastal Engineering, ICCE 2006 - San Diego, CA, États-Unis Durée: 3 sept. 2006 → 8 sept. 2006

Série de publications

Nom	Proceedings of the Coastal Engineering Conference
ISSN (imprimé)	0161-3782

Une conférence

Une conférence	30th International Conference on Coastal Engineering, ICCE 2006
Pays/Territoire	États-Unis
La ville	San Diego, CA
période	3/09/06 → 8/09/06

Accès au document

10.1142/9789812709554_0396

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Contient cette citation

Lee, E. S., Violeau, D., Benoit, M., Issa, R., Laurence, D., & Stansby, P. (2007). Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models. Dans Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006 (p. 4727-4739). (Proceedings of the Coastal Engineering Conference). American Society of Civil Engineers (ASCE). https://doi.org/10.1142/9789812709554_0396

@inproceedings{c8081004b1af453e90cc413888693f61,

title = "Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models",

abstract = "In order to study wave-structure interactions for coastal applications (wave shoaling in front of the structure and breaking, run-up, overtopping and forces due to wave action), we examine the potential and limitations of two different numerical approaches, namely an extended Boussinesq-type finite difference model and the SPH Lagrangian numerical method in 2-D. These methods are evaluated and compared on two test-cases for which laboratory measurements are available (overtopping of a dyke by regular waves and wave transformation over a coral reef). It is shown that both approaches are able to correctly model the evolution of wave height and setup, while the SPH method offers a more precise prediction of hydrodynamics in breaking waves and overtopping waves.",

author = "Lee, \{E. S.\} and D. Violeau and M. Benoit and R. Issa and D. Laurence and P. Stansby",

year = "2007",

month = jan,

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doi = "10.1142/9789812709554\_0396",

language = "English",

isbn = "9789812706362",

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publisher = "American Society of Civil Engineers (ASCE)",

pages = "4727--4739",

booktitle = "Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006",

note = "30th International Conference on Coastal Engineering, ICCE 2006 ; Conference date: 03-09-2006 Through 08-09-2006",

}

Lee, ES, Violeau, D, Benoit, M, Issa, R, Laurence, D & Stansby, P 2007, Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models. Dans Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006. Proceedings of the Coastal Engineering Conference, American Society of Civil Engineers (ASCE), p. 4727-4739, 30th International Conference on Coastal Engineering, ICCE 2006, San Diego, CA, États-Unis, 3/09/06. https://doi.org/10.1142/9789812709554_0396

Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models. / Lee, E. S.; Violeau, D.; Benoit, M. et al.
Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006. American Society of Civil Engineers (ASCE), 2007. p. 4727-4739 (Proceedings of the Coastal Engineering Conference).

Résultats de recherche: Le chapitre dans un livre, un rapport, une anthologie ou une collection › Contribution à une conférence › Revue par des pairs

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T1 - Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models

AU - Lee, E. S.

AU - Violeau, D.

AU - Benoit, M.

AU - Issa, R.

AU - Laurence, D.

AU - Stansby, P.

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Y1 - 2007/1/1

N2 - In order to study wave-structure interactions for coastal applications (wave shoaling in front of the structure and breaking, run-up, overtopping and forces due to wave action), we examine the potential and limitations of two different numerical approaches, namely an extended Boussinesq-type finite difference model and the SPH Lagrangian numerical method in 2-D. These methods are evaluated and compared on two test-cases for which laboratory measurements are available (overtopping of a dyke by regular waves and wave transformation over a coral reef). It is shown that both approaches are able to correctly model the evolution of wave height and setup, while the SPH method offers a more precise prediction of hydrodynamics in breaking waves and overtopping waves.

AB - In order to study wave-structure interactions for coastal applications (wave shoaling in front of the structure and breaking, run-up, overtopping and forces due to wave action), we examine the potential and limitations of two different numerical approaches, namely an extended Boussinesq-type finite difference model and the SPH Lagrangian numerical method in 2-D. These methods are evaluated and compared on two test-cases for which laboratory measurements are available (overtopping of a dyke by regular waves and wave transformation over a coral reef). It is shown that both approaches are able to correctly model the evolution of wave height and setup, while the SPH method offers a more precise prediction of hydrodynamics in breaking waves and overtopping waves.

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AN - SCOPUS:84873035910

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BT - Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006

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Lee ES, Violeau D, Benoit M, Issa R, Laurence D, Stansby P. Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models. Dans Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006. American Society of Civil Engineers (ASCE). 2007. p. 4727-4739. (Proceedings of the Coastal Engineering Conference). doi: 10.1142/9789812709554_0396

Prediction of wave overtopping on coastal structures by using extended boussinesq and sph models

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