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HOW MUCH DO WE KNOW ABOUT WAVE BREAKING IN THE NEARSHORE WATERS?

机译:我们如何知道近岸水域的波浪破裂?

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摘要

A review is made on the statistical features of breaking waves in the nearshore waters. Physical criteria of wave breaking are discussed with a table of theoretical breaking limit on a horizontal bed. The breaker index for regular waves is not a deterministic but a stochastic value with a certain range of variation. The coefficient of variation increases from 6% for 1/100 slope to 14% for 1/10 slope as the bed becomes steep. The breaker index for random waves is lower than the regular wave index by some 20%. Both indices should be expressed with the parameters of the bed slope and the relative depth h/L0. The wave height distribution becomes wider than the Rayleigh just outside the surf zone, narrower in the middle of the surf zone, and nearly the same near the shoreline. No truncation of the probability density at the breaking limit is observed in the field and laboratory data. The wave height ratios such as H1/10/H1/3 and Hrms/H1/3 vary gradually throughout the surf zone, as demonstrated by the field and laboratory data. Discussions are made on the method of incorporating wave breaking process in numerical models of wave transformation with demonstration of different prediction of wave height decay by various numerical models.
机译:综述了近岸水域中突波的统计特征。波浪破碎的物理标准与水平床上的理论破碎极限表进行了讨论。规则波的破碎指数不是确定性的,而是具有一定范围变化的随机值。随着床层变陡,变异系数从1/100坡度的6%增加到1/10坡度的14%。随机波浪的破碎指数比常规波浪的破碎指数低约20%。两项指标均应以床坡度和相对深度h / L0的参数表示。波浪高度分布变得比冲浪区域外部的瑞利更宽,在冲浪区域的中间更窄,在海岸线附近几乎相同。在现场和实验室数据中未观察到突破极限处的概率密度的截断。如现场和实验室数据所示,在整个冲浪区中,诸如H1 / 10 / H1 / 3和Hrms / H1 / 3之类的波高比逐渐变化。讨论了将破波过程纳入波变换数值模型的方法,并通过各种数值模型论证了波高衰减的不同预测。

著录项

  • 来源
    《Asian and Pacific Coasts 2007》|2007年|1-22|共22页
  • 会议地点 Nanjing(CN)
  • 作者

    Zhongren Zhang;

  • 作者单位

    Yoshimi Goda@Emeritus at Yokohama National University, Advisor to ECOH CORPORATION, 2-6-4 Kita-Ueno, Taito-ku, Tokyo 110-0014, Japan--;

  • 会议组织
  • 原文格式 PDF
  • 正文语种
  • 中图分类 海洋工程;
  • 关键词

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