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This is for example the case at the Belgian coast where houses and hotels are constructed on top of sea dike crest. In the present study, physical model tests were carried out on a schematized model scale 1:30. The main aim is to develop a relationship to describe the force on a vertical plane exerted by the overtopping water as a function of wave parameters and geometrical characteristics. Due to time limitations the number of flume tests had to be restricted to only a limited number of parameters which can be varied. Despite these restrictions, the experiments revealed the most important mechanisms of the wave impact processes for two dike configurations. 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