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

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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.

Original language	English
Title of host publication	Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006
Publisher	American Society of Civil Engineers (ASCE)
Pages	4727-4739
Number of pages	13
ISBN (Print)	9789812706362
DOIs	https://doi.org/10.1142/9789812709554_0396
Publication status	Published - 1 Jan 2007
Externally published	Yes
Event	30th International Conference on Coastal Engineering, ICCE 2006 - San Diego, CA, United States Duration: 3 Sept 2006 → 8 Sept 2006

Publication series

Name	Proceedings of the Coastal Engineering Conference
ISSN (Print)	0161-3782

Conference

Conference	30th International Conference on Coastal Engineering, ICCE 2006
Country/Territory	United States
City	San Diego, CA
Period	3/09/06 → 8/09/06

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10.1142/9789812709554_0396

Cite this

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. In Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006 (pp. 4727-4739). (Proceedings of the Coastal Engineering Conference). American Society of Civil Engineers (ASCE). https://doi.org/10.1142/9789812709554_0396

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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",

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doi = "10.1142/9789812709554\_0396",

language = "English",

isbn = "9789812706362",

series = "Proceedings of the Coastal Engineering Conference",

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

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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",

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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. in Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006. Proceedings of the Coastal Engineering Conference, American Society of Civil Engineers (ASCE), pp. 4727-4739, 30th International Conference on Coastal Engineering, ICCE 2006, San Diego, CA, United States, 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).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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

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AU - Violeau, D.

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AU - Issa, R.

AU - Laurence, D.

AU - Stansby, P.

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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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M3 - Conference contribution

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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. In 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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