Numerical modeling of wave penetration in Ostend harbour

Vasiliki Stratigaki; Dieter Vanneste; Peter Troch; Stefaan Gysens; Marc Willems

Numerical modeling of wave penetration in Ostend harbour

Vasiliki Stratigaki, Dieter Vanneste, Peter Troch, Stefaan Gysens, Marc Willems

Research output: Contribution to journal › Conference article › peer-review

Abstract

The initial Ostend harbour entrance at the North Sea coast of Belgium is being modified and extended with two new rubble-mound breakwaters. Through an integrated study of the wave penetration in Ostend harbour, the waves are being acquired by prototype measurements and physical and numerical modelling is carried out. Two numerical models are used. SimWave is a numerical model based on Nwogu's extended Boussinesq equations. The second numerical model is MILDwave, a mild-slope wave propagation model based on the equations of Radder and Dingemans. The present study concentrates on applications of the numerical models, throughout the different design stages and construction phases of the new breakwaters.

Original language	English (US)
Journal	Proceedings of the Coastal Engineering Conference
State	Published - Dec 1 2010
Externally published	Yes
Event	32nd International Conference on Coastal Engineering, ICCE 2010 - Shanghai, China Duration: Jun 30 2010 → Jul 5 2010

Keywords

Boussinesq model
MILDwave
Mild-slope model
Numerical modeling
Rubble-mound breakwater
Wave penetration in harbour
Wave propagation model

ASJC Scopus subject areas

Civil and Structural Engineering
Ocean Engineering
Oceanography

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title = "Numerical modeling of wave penetration in Ostend harbour",

abstract = "The initial Ostend harbour entrance at the North Sea coast of Belgium is being modified and extended with two new rubble-mound breakwaters. Through an integrated study of the wave penetration in Ostend harbour, the waves are being acquired by prototype measurements and physical and numerical modelling is carried out. Two numerical models are used. SimWave is a numerical model based on Nwogu's extended Boussinesq equations. The second numerical model is MILDwave, a mild-slope wave propagation model based on the equations of Radder and Dingemans. The present study concentrates on applications of the numerical models, throughout the different design stages and construction phases of the new breakwaters.",

keywords = "Boussinesq model, MILDwave, Mild-slope model, Numerical modeling, Rubble-mound breakwater, Wave penetration in harbour, Wave propagation model",

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year = "2010",

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language = "English (US)",

journal = "Proceedings of the Coastal Engineering Conference",

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T1 - Numerical modeling of wave penetration in Ostend harbour

AU - Stratigaki, Vasiliki

AU - Vanneste, Dieter

AU - Troch, Peter

AU - Gysens, Stefaan

AU - Willems, Marc

PY - 2010/12/1

Y1 - 2010/12/1

N2 - The initial Ostend harbour entrance at the North Sea coast of Belgium is being modified and extended with two new rubble-mound breakwaters. Through an integrated study of the wave penetration in Ostend harbour, the waves are being acquired by prototype measurements and physical and numerical modelling is carried out. Two numerical models are used. SimWave is a numerical model based on Nwogu's extended Boussinesq equations. The second numerical model is MILDwave, a mild-slope wave propagation model based on the equations of Radder and Dingemans. The present study concentrates on applications of the numerical models, throughout the different design stages and construction phases of the new breakwaters.

AB - The initial Ostend harbour entrance at the North Sea coast of Belgium is being modified and extended with two new rubble-mound breakwaters. Through an integrated study of the wave penetration in Ostend harbour, the waves are being acquired by prototype measurements and physical and numerical modelling is carried out. Two numerical models are used. SimWave is a numerical model based on Nwogu's extended Boussinesq equations. The second numerical model is MILDwave, a mild-slope wave propagation model based on the equations of Radder and Dingemans. The present study concentrates on applications of the numerical models, throughout the different design stages and construction phases of the new breakwaters.

KW - Boussinesq model

KW - MILDwave

KW - Mild-slope model

KW - Numerical modeling

KW - Rubble-mound breakwater

KW - Wave penetration in harbour

KW - Wave propagation model

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M3 - Conference article

AN - SCOPUS:84864484318

JO - Proceedings of the Coastal Engineering Conference

JF - Proceedings of the Coastal Engineering Conference

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T2 - 32nd International Conference on Coastal Engineering, ICCE 2010

Y2 - 30 June 2010 through 5 July 2010

ER -

Numerical modeling of wave penetration in Ostend harbour

Abstract

Keywords

ASJC Scopus subject areas

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