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Numerical modeling of wave penetration in Ostend harbour
Stratigaki, V.; Vanneste, D.; Troch, P.; Gysens, S.; Willems, M. (2011). Numerical modeling of wave penetration in Ostend harbour, in: (2010). The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of papers. pp. [1-15]
In: (2010). The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of papers. [S.n.]: [s.l.]. , meer
Beschikbaar in  Auteurs 
Documenttype: Congresbijdrage
Trefwoorden
    Forces (mechanics) > Loads (forces) > Wave forces
    Modelling
    Numerical models
    Haven van Oostende [Marine Regions]
    Marien/Kust
Author keywords
    rubble-mound breakwater; wave penetration in harbour; wave propagation model; numerical modeling; Boussinesq model; mild-slope model; MILDwave
Auteurs  Top 
  • Stratigaki, V.
  • Vanneste, D., meer
  • Troch, P.
  • Gysens, S.
  • Willems, M., meer
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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