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Estimation of storm wall height in Raversijde-Mariakerke-Wellington West: 1D SWASH calculation
Suzuki, T.; Altomare, C.; Verwaest, T.; Mostaert, F. (2013). Estimation of storm wall height in Raversijde-Mariakerke-Wellington West: 1D SWASH calculation. Version 4.0. WL Rapporten, 12_102. Flanders Hydraulics Research: Antwerp. III, 31 pp.
Deel van: WL Rapporten. Waterbouwkundig Laboratorium: Antwerpen, meer

Beschikbaar in  Auteurs 
Documenttype: Projectrapport

Trefwoord
    Golfoverslag
Author keywords
    SWASH; Directional spreading

Contactgegevens

Opdrachtgever: Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Maritieme Dienstverlening en Kust; Afdeling Kust; Kust, meer


Auteurs  Top 
  • Suzuki, T., meer
  • Altomare, C.
  • Verwaest, T., meer
  • Mostaert, F., meer

Abstract
    The zone Raversijde-Mariakerke-Wellington is a weak link in the coastal safety. To satisfy the coastal safety masterplan (Afdeling Kust, 2011), it is necessary to provide coastal defense technical solutions that meets the safety criteria. This work shows the preliminary design, namely structure heights in the zone of Raversijde- Mariakerke-Wellington. It is conducted by a 1D numerical model SWASH (Zijlema et al., 2011) with a combination of equations from literature (e.g. Guza and Feddersen, 2012 for the directional spreading effect).

    The dike heightening is proposed based on the SWASH calculation results including the analysis of the effects of directional spreading and parapet based on literature. In a later stage of the design proposed dike heights will be fine-tuned using a more elaborated methodology.


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