Message Board

Respected readers, authors and reviewers, you can add comments to this page on any questions about the contribution, review, editing and publication of this journal. We will give you an answer as soon as possible. Thank you for your support!

Full name
E-mail
Phone number
Title
Message
Verification Code
Gu Qian, Zhang Ningchuan. Experimental study on wave pressure distribution of the twin-plate breakwater under freak waves[J]. Haiyang Xuebao, 2017, 39(5): 123-137. doi: 10.3969/j.issn.0253-4193.2017.05.012
Citation: Gu Qian, Zhang Ningchuan. Experimental study on wave pressure distribution of the twin-plate breakwater under freak waves[J]. Haiyang Xuebao, 2017, 39(5): 123-137. doi: 10.3969/j.issn.0253-4193.2017.05.012

Experimental study on wave pressure distribution of the twin-plate breakwater under freak waves

doi: 10.3969/j.issn.0253-4193.2017.05.012
  • Received Date: 2016-06-29
  • Rev Recd Date: 2016-08-17
  • 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 twin-plate 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 larger than those under irregular waves, and above which is the other way round.
  • loading
  • Sand S E, Hansen N E O, Klinting P, et al. Water Wave Kinematics[M]. Netherlands: Springer, 1990: 535-549.
    Chien H W A, Kao C C. On the characteristics of observed coastal freak waves[J]. Coastal Engineering Journal, 2002, 44(4): 301-319.
    Melville W K. Energy dissipation by breaking waves[J]. Journal of Physical Oceanography, 1994, 24: 2041-2049.
    Mori N, Liu P C, Yasuda T. Analysis of freak wave measurements in the sea of Japan[J]. Ocean Engineering, 2002, 29(11):1399-1414.
    Nikolkina I, Didenkulova I. Rogue waves in 2006-2010[J]. Natural Hazards and Earth System Science, 2011, 11(11): 2913-2924.
    Haver S. A possible freak wave event at measured at the Draupner Jacket January 1 1995[M]//Proceeding of Rogue Waves, Brest, France, 2004.
    Patarapanich M, Cheong H F. Reflection and transmission characteristics of regular and random waves from a submerged horizontal plate[J]. Coastal Engineering, 1989, 13(2): 161-182.
    Cheong H F, Patarapanich M. Reflection and transmission of random waves by a horizontal double-plate breakwater[J]. Coastal Engineering, 1992, 18(1/2): 63-82.
    Liu P L F, Iskandarani M. Scattering of short-wave groups by submerged horizontal plate[J]. Journal of Waterway Port Coastal and Ocean Engineering, 1991, 117(3): 235-246.
    Usha R, Gayathri T. Wave motion over a twin-plate breakwater[J]. Ocean Engineering, 2005, 32(8/9):1054-1072.
    Neelamani S, Gayathri T. Wave interaction with twin plate wave barrier[J]. Ocean Engineering, 2006, 33(3): 495-516.
    Liu Yong, Li Yucheng, Teng Bin, et al. Wave motion over two submerged layers of horizontal thick plates[J]. Journal of Hydrodynamics, 2009, 21(4): 453-462.
    唐琰林,张宁川,刘爱珍. 双层水平板型透空式防波堤消波性能试验研究[J]. 水道港口, 2006, 27(5):284-288. Tang Yanlin, Zhang Ningchuan, Liu Aizhen. Test on wave-dissipating performance of twin-plate penetrating breakwater[J]. Journal of Waterway and Harbour, 2006, 27(5):284-288.
    李靖波. 双层水平板防波堤水动力特性研究[D]. 大连: 大连理工大学, 2014. Li Jingbo. The study of hydrodynamic performance of twin-plate breakwater[D]. Dalian: Dalian University of Technology, 2014.
    Suchithra N, Koola P M. A study of wave impact on horizontal slabs[J]. Ocean Engineering, 1995, 22(7): 687-697.
    Klinting P, Sand S E. Analysis of Prototype Freak Waves[R]. Conference on Nearshore Hydrodynamics, ASCE. Washington, 1987: 618-362.
    Pei Yuguo, Zhang Ningchuan, Zhang Yunqiu, et al. Efficient generation of freak waves in laboratory[J]. China Ocean Engineering, 2007, 21(3): 515-523.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Article views (888) PDF downloads(671) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return