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渗透海床上矩形Bragg防波堤对波浪反射的研究

倪云林 龚倩 沈梦佳

倪云林,龚倩,沈梦佳. 渗透海床上矩形Bragg防波堤对波浪反射的研究[J]. 海洋学报,2022,44(9):124–131 doi: 10.12284/hyxb2022103
引用本文: 倪云林,龚倩,沈梦佳. 渗透海床上矩形Bragg防波堤对波浪反射的研究[J]. 海洋学报,2022,44(9):124–131 doi: 10.12284/hyxb2022103
Ni Yunlin,Gong Qian,Shen Mengjia. Study of wave reflection by the Bragg breakwater with rectangular bars on the permeable seabed[J]. Haiyang Xuebao,2022, 44(9):124–131 doi: 10.12284/hyxb2022103
Citation: Ni Yunlin,Gong Qian,Shen Mengjia. Study of wave reflection by the Bragg breakwater with rectangular bars on the permeable seabed[J]. Haiyang Xuebao,2022, 44(9):124–131 doi: 10.12284/hyxb2022103

渗透海床上矩形Bragg防波堤对波浪反射的研究

doi: 10.12284/hyxb2022103
基金项目: 国家自然科学基金(51879237,11572092)
详细信息
    作者简介:

    倪云林(1986—),男,浙江省舟山市人,博士,讲师,主要从事波浪对海上建筑物作用的研究。E-mail: nylzjou@126.com

  • 中图分类号: P731.22

Study of wave reflection by the Bragg breakwater with rectangular bars on the permeable seabed

  • 摘要: 与海床不可渗透的情况相比,波浪在可渗透海床上传播时会发生波能衰减。本文将基于可渗透海床上一维修正型缓坡方程,建立方程求解的有限差分模型。将通过与不可渗透海床上矩形Bragg防波堤对波浪反射系数解析解的对比,验证有限差分模型的正确性和适用性。将进一步研究海床可渗透情况下,海床的渗透性参数、坝体的相对宽度、数量、浸没度对波浪反射系数的影响及其与海床不可渗透情况下的差异。本文研究发现,Bragg共振发生时的反射系数随坝体数量的增多而增大,随海床渗透性参数和坝体浸没度的增大而减小,并且存在一个坝体相对宽度值会使Bragg共振反射达到最大。相较于海床不可渗透的情况,发生Bragg共振反射的波浪频率几乎相同,但反射系数减小,而且零反射(或全透射)现象不再存在。
  • 图  1  渗透海床上多孔矩形Bragg防波堤平面示意图

    Fig.  1  Bragg breakwaters with porous rectangular bars on a permeable seabed

    图  2  不可渗透海上矩形Bragg防波堤对波浪反射本文数值解与Zeng等[17]解析解的比较

    Fig.  2  The comparison of the present numerical solutions with Zeng et al’s[17] analytical solutions for the wave reflection by the Bragg breakwater with rectangular bars on the impermeable seabed

    图  3  波浪在可渗透水平海床上传播相对振幅沿程变化本文数值解与Savage和Fairchild[18]实验修正结果的比较

    Fig.  3  The comparison of the present numerical solutions with Savage and Fairchild’s[18] modified experimental results for the dimensionless wave amplitudes of waves propagation on the horizontal permeable seabed

    图  4  海床渗透性参数T对Bragg共振反射的影响

    Fig.  4  Influence of the seabed permeability parameter T on Bragg resonance reflection

    图  5  坝体相对宽度w/d对Bragg共振反射的影响

    Fig.  5  Influence of the bar width w/d on the Bragg resonance reflection

    图  6  坝体数量N对Bragg共振反射的影响

    Fig.  6  Influence of the bar number N on the Bragg resonance reflection

    图  7  坝体浸没度S对Bragg共振反射的影响

    Fig.  7  Influence of bar submergence S on Bragg resonance reflection

    表  1  不同多孔介质的渗透性参数T取值

    Tab.  1  Values of the permeability parameter T for different porous media

    研究人员多孔介质渗透性参数(T)/s
    Mizutani和Mostafa[19]防波堤0.018 0
    粗砂0.002 2
    周李杰[20]防波堤0.001 0
    任玉斌等[21]钙质砂0.001 2
    下载: 导出CSV

    表  2  海床不同渗透性参数下Bragg共振反射的特征值

    Tab.  2  Eigenvalues of Bragg resonance reflection under different permeability of seabed

    坝体数量(N渗透性参数(T)/s入射波相对波长(2d/L反射系数(KR
    300.9190.416
    0.0050.9190.403
    0.0100.9190.391
    0.0300.9190.347
    400.9190.526
    0.0050.9190.504
    0.0100.9190.484
    0.0300.9190.415
    下载: 导出CSV

    表  3  不同坝体浸没度情况下Bragg共振反射的特征值

    Tab.  3  Characteristic values of Bragg resonance reflection under different bar submergence

    渗透性参数
    T)/s
    坝体浸没度
    S
    入射波相对波长
    (2d/L
    反射系数
    KR
    00.50.9090.860
    0.6251.0560.651
    0.751.2250.416
    0.8751.3730.201
    0.0050.50.9090.842
    0.6251.0560.634
    0.751.2250.403
    0.8751.3730.195
    下载: 导出CSV
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出版历程
  • 收稿日期:  2021-10-18
  • 修回日期:  2022-03-03
  • 网络出版日期:  2022-04-15
  • 刊出日期:  2022-08-29

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