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性别:女

毕业院校:大连理工大学

学位:博士

所在单位:水利工程系

学科:港口、海岸及近海工程

办公地点:海洋工程研究所B308

联系方式:0411-84708950

电子邮箱:gqian@dlut.edu.cn

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畸形波作用下双层水平板防波堤压力分布特性研究

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发表时间:2022-10-06

发表刊物:海洋学报

所属单位:建设工程学部

期号:5

页面范围:123-137

ISSN号:0253-4193

摘要:This study carried out extensive experiments to investigate the wave loads on the twin-plate breakwater under freak waves.The characteristics of wave forces were checked under various relative plate width,relative wave height as well as freak waves parameters.The results show that the maximum wave pressure occurred on the offshore side of the twin-plate,and decreased along the wave propagating direction.The wave pressures on the four surfaces of the twin-plate showed significant difference in both magnitude and phase,and the phase difference ranged in 0.1Tp ~ 0.4Tp.In addition,the measured maximum wave pressure and total vertical force on the twinplate were compared to those under irregular waves.There is no significant difference in the distribution of the wave pressure envelop for irregular and freak waves.However,the magnitude under freak waves is significant larger than that under irregular waves.Basically,the ratio of the maximum total uplift forces for under freak waves to irregular waves ranges in 1.06-2.45;the ratio of the maximum downward vertical force ranges in 1.22 to 2.07.The increment of the maximum wave pressure is subjected to the freak waves parameter α1.With α1 from 2.04 to 3.1,the maximum pressures under freak waves can be 20% to 80% larger than those under irregular waves.The ratio of the maximum wave suction force between the irregular and freak waves is decreased with α4.With α4 =0.62-0.75,the ratio of the maximum wave suction force changes from 1.61 to 0.87.It should be noted that,the critical value of α4 turns out to be 0.72,below which the maximum wave suction forces under freak waves are lar ger than those under irregular waves,and above which is the other way round.

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