马小舟, 马玉祥, 朱小伟, 董国海, 陈洪洲. 波浪在潜堤上传播的非线性参数分析[J]. 工程力学, 2016, 33(9): 235-241. DOI: 10.6052/j.issn.1000-4750.2015.01.0081
引用本文: 马小舟, 马玉祥, 朱小伟, 董国海, 陈洪洲. 波浪在潜堤上传播的非线性参数分析[J]. 工程力学, 2016, 33(9): 235-241. DOI: 10.6052/j.issn.1000-4750.2015.01.0081
MA Xiao-zhou, MA Yu-xiang, ZHU Xiao-wei, DONG Guo-hai, CHEN Hong-zhou. ANALYSIS OF WAVE NONLINEAR PARAMETERS FOR WAVES TRANSFORMATION OVER A SUBMERGED BAR[J]. Engineering Mechanics, 2016, 33(9): 235-241. DOI: 10.6052/j.issn.1000-4750.2015.01.0081
Citation: MA Xiao-zhou, MA Yu-xiang, ZHU Xiao-wei, DONG Guo-hai, CHEN Hong-zhou. ANALYSIS OF WAVE NONLINEAR PARAMETERS FOR WAVES TRANSFORMATION OVER A SUBMERGED BAR[J]. Engineering Mechanics, 2016, 33(9): 235-241. DOI: 10.6052/j.issn.1000-4750.2015.01.0081

波浪在潜堤上传播的非线性参数分析

ANALYSIS OF WAVE NONLINEAR PARAMETERS FOR WAVES TRANSFORMATION OVER A SUBMERGED BAR

  • 摘要: 利用完全非线性Boussinesq方程数值模型,通过与不规则波浪理论谱、物理模型实验进行了对比验证,证明了该模型模拟不规则波浪的有效性。应用该模型研究了不规则波浪在缓坡潜堤上传播时,波浪非线性参数的变化。波浪在经过缓坡潜堤过程中,波浪的不对称度有一个由负变正的过程,并且最小值出现在堤顶前部区域,最大值出现在堤顶后部区域。波浪的偏度在变浅区逐渐增大,在堤顶中部区域达到最大值,之后偏度在反变浅区逐渐减小到零附近。极值出现的位置可能是潜堤受波浪冲刷破坏比较严重的位置。基于几个典型位置波面过程线的波形变化及其波浪谱变化分析了这些参数变化的原因。分析了变浅区、反变浅区、堤顶区三个区域不对称度和偏度随Ursell数的变化关系,并给出了变浅区和反变浅区波浪的不对称度和偏度与Ursell数之间的经验公式,并与相关研究进行了对比。

     

    Abstract: A fully nonlinear Boussinesq equation is applied and verified against experimental data. The transformation of wave nonlinear parameters (i.e., wave asymmetry and wave skewness) for the irregular wave transformation over a gentle submerged bar is investigated with this model. Wave asymmetry changes from negative values to positive values, and reaches the minimum and the maximum in the front and back crest of the submerged bar, respectively. Wave skewness increases in the upslope region and reaches the maximum on the crest of the submerged bar and reduces to zero in the downslope region. The damaged location at the submerged bar are probably affected by wave erosion, especially for those waves with extreme values. Based on several typical position of wave trains and their spectra, the reason of changes of wave nonlinear parameters is analyzed. The empirical formulas are fitted and analyzed for the variation of wave asymmetry, skewness with Ursell number in the upslope region and downslope region.

     

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