Experimental Study on the Performance of Twin Plate Breakwater

The wave transmission characteristics and wave induced pressures on twin plate breakwater are investigated experimentally in regular and random waves. A total of twenty pressure transducers are fixed on four surfaces of twin plate to measure the wave induced dynamic pressures. The spatial distributi...

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Published inChina ocean engineering Vol. 25; no. 4; pp. 645 - 656
Main Author 郭传胜 张宁川 李艳阳 李靖波 房卓 崔成
Format Journal Article
LanguageEnglish
Published Heidelberg Chinese Ocean Engineering Society 01.12.2011
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
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ISSN0890-5487
2191-8945
DOI10.1007/s13344-011-0051-4

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Summary:The wave transmission characteristics and wave induced pressures on twin plate breakwater are investigated experimentally in regular and random waves. A total of twenty pressure transducers are fixed on four surfaces of twin plate to measure the wave induced dynamic pressures. The spatial distribution of dynamic wave pressure is given along the surface of the twin plate. The uplift wave force obtained by integrating the hydrodynamic pressure along the structure is presented. Discussed are the influence of different incident wave parameters including the relative plate width B/L, relative wave height Hi / a and relative submergence depth s / a on the non-dimensional dynamic wave pressures and total wave forces. From the investigation, it is found that the optimum transmission coefficient, Kt occurs around B/L = 0.41 - 0.43, and the twin plate breakwater is more effective in different water depths. The maximum of pressure ratio decreases from 1.8 to 1.1 when the relative submergence depth of top plate is increased from -0.8 to +0.8.
Bibliography:32-1441/P
twin plate; wave pressure; vertical wave force; relative submergence; transmission coefficient
The wave transmission characteristics and wave induced pressures on twin plate breakwater are investigated experimentally in regular and random waves. A total of twenty pressure transducers are fixed on four surfaces of twin plate to measure the wave induced dynamic pressures. The spatial distribution of dynamic wave pressure is given along the surface of the twin plate. The uplift wave force obtained by integrating the hydrodynamic pressure along the structure is presented. Discussed are the influence of different incident wave parameters including the relative plate width B/L, relative wave height Hi / a and relative submergence depth s / a on the non-dimensional dynamic wave pressures and total wave forces. From the investigation, it is found that the optimum transmission coefficient, Kt occurs around B/L = 0.41 - 0.43, and the twin plate breakwater is more effective in different water depths. The maximum of pressure ratio decreases from 1.8 to 1.1 when the relative submergence depth of top plate is increased from -0.8 to +0.8.
GUO Chuan-sheng , ZHANG Ning-chuan LI Yan-yang LI Jing-bo, FANG Zhuo and CUI Cheng (State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China)
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ISSN:0890-5487
2191-8945
DOI:10.1007/s13344-011-0051-4