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 in | China ocean engineering Vol. 25; no. 4; pp. 645 - 656 |
|---|---|
| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Heidelberg
Chinese Ocean Engineering Society
01.12.2011
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0890-5487 2191-8945 |
| DOI | 10.1007/s13344-011-0051-4 |
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| Abstract | 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. |
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| AbstractList | 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
H
i
/
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,
K
t
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. 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. 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 H i /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, K t 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. U656.24; 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,Ki 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. |
| Author | 郭传胜 张宁川 李艳阳 李靖波 房卓 崔成 |
| AuthorAffiliation | State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China |
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| CitedBy_id | crossref_primary_10_2112_SI99_031_1 crossref_primary_10_1007_s13344_020_0009_5 crossref_primary_10_1016_j_oceaneng_2020_108270 crossref_primary_10_1080_02533839_2015_1016876 crossref_primary_10_1142_S0129183124500086 crossref_primary_10_1007_s40430_021_02889_7 crossref_primary_10_3390_en9070540 crossref_primary_10_1016_j_oceaneng_2023_114716 |
| Cites_doi | 10.1016/S0020-7225(98)00094-9 10.1016/0029-8018(92)90032-Y 10.1061/(ASCE)0733-950X(1991)117:3(235) 10.1016/j.oceaneng.2004.07.010 10.1061/(ASCE)0733-9399(1994)120:6(1270) 10.1016/j.oceaneng.2008.08.003 10.1016/S0378-3839(00)00064-8 10.1016/0378-3839(84)90006-1 10.1016/S0029-8018(99)00008-6 10.1016/j.oceaneng.2005.03.009 10.1016/j.oceaneng.2005.10.017 |
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| Keywords | twin plate vertical wave force wave pressure transmission coefficient relative submergence |
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| Notes | 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） ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
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| SubjectTerms | Breakwalls Breakwaters China Coastal Sciences Coefficients Dynamic pressure Dynamics Engineering Fluid- and Aerodynamics Marine Marine & Freshwater Sciences Numerical and Computational Physics Oceanography Offshore Engineering Plates (structural members) Simulation Transducers 传输特性 压力传感器 实验 性能 板宽 淹没深度 空间分布 防波堤 |
| Title | Experimental Study on the Performance of Twin Plate Breakwater |
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