Numerical modeling of wave penetration in Ostend harbour
Stratigaki, V.; Vanneste, D.; Troch, P.A.; Gysens, S.; Willems, M. (2011). Numerical modeling of wave penetration in Ostend harbour, in: The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of abstracts. pp. [1-2]
In: (2011). The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of abstracts. ICCE 2010 Local Organizing Committee: [s.l.]. different pagination pp., meer
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Documenttype: Congresbijdrage
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| Trefwoorden |
Modelling
Numerical models
Structures > Hydraulic structures > Coastal structures > Coast defences > Breakwaters > Rubblemound breakwaters
Wave propagation
ANE, België, Haven van Oostende [Marine Regions]
Marien/Kust |
| 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. |
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