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
Volume 42 Issue 9
Nov.  2020
Turn off MathJax
Article Contents
Yan Sheng,Zou Zhili. A new model of wave energy dissipation for multiple wave breaking on very mild beach[J]. Haiyang Xuebao,2020, 42(9):30–37 doi: 10.3969/j.issn.0253-4193.2020.09.004
Citation: Yan Sheng,Zou Zhili. A new model of wave energy dissipation for multiple wave breaking on very mild beach[J]. Haiyang Xuebao,2020, 42(9):30–37 doi: 10.3969/j.issn.0253-4193.2020.09.004

A new model of wave energy dissipation for multiple wave breaking on very mild beach

doi: 10.3969/j.issn.0253-4193.2020.09.004
  • Received Date: 2020-02-12
  • Rev Recd Date: 2020-07-15
  • Available Online: 2021-04-21
  • Publish Date: 2020-09-25
  • On a coastal beach of very mild slope (close to or less than 1∶100), the multiple wave breaking may occur when waves propagate to the coast, companied by the wave recovery process between two breaking. In the current models for calculation of wave height, the wave breaking is usually simulated by the wave energy dissipation. But the establishment of energy dissipation describing wave breaking effect in these models did not automatically take the multiple wave breakings into account, and especially did not accurately simulate the wave recovery in this process. The present study presents a new model of the wave energy dissipation which can overcome this problem. The model is established by re-determining the stable wave energy, the saturated wave height-depth ratio and the dissipation coefficient and by introducing the judgment condition for the occurrence of wave recovery. The model has a very small value of the energy dissipation over wave recovery region and can properly describe the wave motion in wave recovery process. Comparison with measured wave heights shows that the model can give the wave heights on the plane and barred beaches of various bottom slopes (1∶10 to 1∶100), which agree well with the measurement, especially the multiple wave breaking and wave recovery process can be recognized automatically in the numerical simulations.
  • loading
  • [1]
    Battjes J A, Janssen J P F M. Energy loss and set-up due to breaking of random waves[C]//Proceeding of Coastal Engineering Conference. Hamburg, Germany: ASCE, 1978: 569−587.
    [2]
    Dally W R, Dean R G, Dalrymple R A. Wave height variation across beaches of arbitrary profile[J]. Journal of Geophysical Research: Oceans, 1985, 90(C6): 11917−11927. doi: 10.1029/JC090iC06p11917
    [3]
    Roelvink J A. Dissipation in random wave groups incident on a beach[J]. Coastal Engineering, 1993, 19(1/2): 127−150.
    [4]
    Zhao L, Panchang V, Chen W, et al. Simulation of wave breaking effects in two-dimensional elliptic harbor wave models[J]. Coastal Engineering, 2001, 42(4): 359−373. doi: 10.1016/S0378-3839(00)00069-7
    [5]
    Daly C, Roelvink D, van Dongeren A, et al. Validation of an advective-deterministic approach to short wave breaking in a surf-beat model[J]. Coastal Engineering, 2012, 60: 69−83. doi: 10.1016/j.coastaleng.2011.08.001
    [6]
    Tajima Y, Madsen O S. Modeling near-shore waves, surface rollers, and undertow velocity profiles[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2006, 132(6): 429−438. doi: 10.1061/(ASCE)0733-950X(2006)132:6(429)
    [7]
    沈良朵. 缓坡沿岸流不稳定实验研究和计算分析[D]. 大连: 大连理工大学, 2014.

    Shen Liangduo.Study of the feature of longshore current and its instability on mild beach slope[D]. Dalian: Dalian University of Technology, 2014.
    [8]
    王彦.沙坝海岸沿岸流和裂流特征研究[D]. 大连: 大连理工大学, 2017.

    Wang Yan. Study on the longshore currents and rip currents on barred beaches[D]. Dalian: Dalian University of Technology, 2017.
    [9]
    Ruessink B G, Miles J R, Feddersen F, et al. Modeling the alongshore current on barred beaches[J]. Journal of Geophysical Research: Oceans, 2001, 106(C10): 22451−22463. doi: 10.1029/2000JC000766
    [10]
    Visser P J. Laboratory measurements of uniform longshore currents[J]. Coastal Engineering, 1991, 15(5/6): 563−593.
    [11]
    Church J C, Thornton E B. Effects of breaking wave induced turbulence within a longshore current model[J]. Coastal Engineering, 1993, 20(1/2): 1−28.
  • 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

    Figures(5)  / Tables(1)

    Article views (265) PDF downloads(16) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return