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|Title:||Mechanics of deep water plunging-wave impacts on vertical structures||Authors:||Chan, E.-S.||Issue Date:||Jan-1994||Citation:||Chan, E.-S. (1994-01). Mechanics of deep water plunging-wave impacts on vertical structures. Coastal Engineering 22 (1-2) : 115-133. ScholarBank@NUS Repository.||Abstract:||The pressures resulting from a critical case of plunging-wave impact on a vertical wall are examined. A deep-water wave breaking condition, with the crest elevation about a fifth of the mean water depth, has been considered. Two distinct scales of the pressure time histories, a slowly varying (in the range of the wave period) component in the order of stagnation pressure and a transient impact component with much higher pressures, have been identified and correlated to the incident wave kinematics. It is found that impact pressures can be approximately decomposed into a primary component associated with the overall wave evolution and a component influenced by the trapped air dynamics. These characteristics are comparable to those observed in shallow water-wave impact studies. The loads at the zone of impact are also found to be comparable if the span of impact and the local incident wave kinematics are comparable. © 1994.||Source Title:||Coastal Engineering||URI:||http://scholarbank.nus.edu.sg/handle/10635/65790||ISSN:||03783839|
|Appears in Collections:||Staff Publications|
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