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Hydrodynamic loading of wave return walls on top of seaside promenades Verwaest, T.; Hassan, W.; Reyns, J.; Trouw, K.; Van Doorslaer, K.; Troch, P.A. (2011). Hydrodynamic loading of wave return walls on top of seaside promenades, in: CSt2011 Organizing Committee (Ed.) International Conference on Coastal Structures 2011, September 5-9, 2011, Yokohama, Japan: book of abstracts. pp. 125-126 In: CSt2011 Organizing Committee (Ed.) (2011). International Conference on Coastal Structures 2011, September 5-9, 2011, Yokohama, Japan: book of abstracts. American Society of Civil Engineers. Coasts, Oceans, Ports, and Rivers Institute (COPRI): [s.l.]. 338 + CD-ROM pp.

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Beschikbaar in	Auteurs
Waterbouwkundig Laboratorium: Open Repository 217063 [ OWA ]
Documenttype: Congresbijdrage

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Trefwoorden

Forces (mechanics) > Loads (forces) > Wave-induced loading Safety Structures > Hydraulic structures > Coastal structures Structures > Hydraulic structures > Coastal structures > Coast defences Wave overtopping België, Belgische kust [Marine Regions]

Author keywords

Sea dikes; Zeedijken; Wide-crested dikes; Wave return walls

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Auteurs		Top
Verwaest, T., meer Hassan, W. Reyns, J.	Trouw, K. Van Doorslaer, K. Troch, P.A.

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Abstract

To reduce coastal flooding risks in several coastal towns in Belgium wave return walls on top of the existing seaside promenades are designed. The structural strength and foundation of the wave return walls have to be designed taking into account the hydrodynamic loading due to overtopping waves. Based on existing relations for layer thickness and layer speed of overtopping waves a semi-empirical formula is developed to deliver a design value for the hydrodynamic loading on a wave return wall for given geometric and hydraulic boundary conditions. Using experimental results of scale models in wave flumes the empirical parameters of the semi-empirical formula are to be calibrated and validated for the range of applicability representative for the configurations occurring along the Belgian coastline.

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