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浙江大学学报(工学版)  2019, Vol. 53 Issue (12): 2335-2341    DOI: 10.3785/j.issn.1008-973X.2019.12.010
土木工程、水利工程     
振荡水柱式防波堤的水动力特性
王鹏(),邓争志*(),王辰,任翔
浙江大学 海洋学院,浙江 舟山 316021
Hydrodynamic characteristics of oscillating water column type breakwater
Peng WANG(),Zheng-zhi DENG*(),Chen WANG,Xiang REN
Ocean College, Zhejiang University, Zhoushan 316021, China
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摘要:

提出一种带水平底板的振荡水柱式新型防波堤. 借助二维物理波浪水槽,研究结构系统在3种不同水平底板宽度、12种不同波浪周期下的水动力特性. 通过实验探究波高对防波堤模型相关水动力参数的影响. 结果表明:合理布置水平底板能有效提升振荡水柱式防波堤的阻波性能;当水平底板宽度等于模型板间宽度时,入射波周期小于1.6 s的波浪的透射系数小于0.5;当水平底板宽度增大到2倍模型板间宽度时,入射波周期小于2.2 s的波浪的透射量小于50%. 水平底板的存在增加了系统的能量耗散,提高了系统对长波区间波浪的阻挡性能;波高的变化对相关水动力参数影响不大.

关键词: 防波堤反射系数透射系数能量耗散系数振荡水柱波浪水槽    
Abstract:

An advanced oscillating-water-column-type (OWC-type) breakwater with a horizontal underneath plate was proposed. The hydrodynamic characteristics of the system under three different plate breadths and twelve different wave periods were studied using two-dimensional laboratory experiments. The effect of wave height on the hydrodynamic parameters of the breakwater model was explored by experiments. The experimental results show that the wave-damping ability of the breakwater was improved by setting the underneath plate reasonably: the transmission coefficient for incident wave periods within 1.6 s was less than 0.5, as the horizontal bottom plate width was equal to the width between the model plates; the wave transmission was less than 50% for incident wave periods within 2.2 s, as the horizontal bottom width was increased to twice the width between the model plates. The presence of the underneath plate is beneficial for the energy dissipation, which particularly improves the performance of the breakwater for the long-wave regimes. The change of wave height has little effect on the relevant hydrodynamic parameters.

Key words: breakwater    reflection coefficient    transmission coefficient    energy dissipation coefficient    oscillating water column    wave flume
收稿日期: 2018-11-18 出版日期: 2019-12-17
CLC:  O 352  
基金资助: 国家自然科学基金青年基金资助项目(11702244);市校合作联合资助项目(2017C82223)
通讯作者: 邓争志     E-mail: 21634092@zju.edu.cn;zzdeng@zju.edu.cn
作者简介: 王鹏(1992—),男,硕士生,从事波-结构物相互作用研究. orcid.org/0000-0002-3346-6515. E-mail: 21634092@zju.edu.cn
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引用本文:

王鹏,邓争志,王辰,任翔. 振荡水柱式防波堤的水动力特性[J]. 浙江大学学报(工学版), 2019, 53(12): 2335-2341.

Peng WANG,Zheng-zhi DENG,Chen WANG,Xiang REN. Hydrodynamic characteristics of oscillating water column type breakwater. Journal of ZheJiang University (Engineering Science), 2019, 53(12): 2335-2341.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2019.12.010        http://www.zjujournals.com/eng/CN/Y2019/V53/I12/2335

图 1  振荡水柱式防波堤物理模型实验布置示意图
实验参数 符号 物理值 单位
目标波高 H 0.04,0.06 m
波周期 T 1.0,1.1,1.2,1.3,1.4,1.5,
1.6,1.8,2.0,2.2,2.4,2.6
s
波长 L 1.46,1.70,1.94,2.17,2.39,2.61,
2.83,3.27,3.70,4.12,4.53,4.94
m
相对水深 h/L 0.08~0.27 ?
波陡 H/h 0.008~0.041 ?
底板宽度 D 0(0B),0.18(1.0B),0.36(2.0B m
表 1  振荡水柱式防波堤实验工况和物理模型几何参数
图 2  水平底板宽度为2倍板间宽度的实物模型
图 3  不放置物理模型情况下周期分别为1.0和2.0 s时3个不同位置处的浪高仪测点的波面历时曲线
图 4  不同水平底板宽度下反射系数随着相对水深的变化
图 5  不同水平底板宽度下透射系数随着相对水深的变化
图 6  不同水平底板宽度下耗散系数随着相对水深的变化
图 7  3 种水平底板下波高对反射系数、透射系数和耗散系数等相关水动力参数的影响
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