WAVE FORCES ON VERTICAL PILES CAUSED BY 2- AND 3-DIMENSIONAL BREAKING WAVES

Author:

Kjeldsen Soren Peter,Torum Alf,Dean Robert G.

Abstract

The present study deals with analysis of results from a new experiment in which local wave forces on a vertical pile penetrating the free surface were measured, both in transient breaking waves and in 2- and 3-dimensional irregular seas, regular waves, and waves and uniform currents superposed. The performance of the entire experimental programme showed that extreme wave load intensities are associated with transient 2- or 3-dimensional breaking waves, of relatively short wave periods, and not with the highest waves in the simulated sea states. The total integrated in-line force and the total overturning moment caused by breaking waves exceeded the values measured in monochromatic regular waves by a factor of 3. Inception of wave breaking was caused by phase superposition, and occurred also for very low values of wave steepness s = 0.05.

Publisher

Coastal Engineering Research Council

Subject

General Earth and Planetary Sciences,General Environmental Science

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Wave-in-Deck Forces on Offshore Platforms;Journal of Offshore Mechanics and Arctic Engineering;2000-11-17

2. Wave Forces on Decks of Offshore Platforms;Journal of Waterway, Port, Coastal, and Ocean Engineering;1999-05

3. Wave-Current Loading on Shallow-Water Caisson: An Evaluation of API Recommended Practice;Journal of Waterway, Port, Coastal, and Ocean Engineering;1999-01

4. Random Wave Forces on a Vertical Cylinder in the Free Surface Zone at High Reynolds Numbers;Breaking Waves;1992

5. The Determination of Ship Loads and Motions: A Recommended Engineering Approach;Naval Engineers Journal;1990-05

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