极端波浪溢流过程中海堤堤顶的下冲水流特征分析*
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:

国家自然科学基金面上项目(51979098);江苏省自然科学基金面上项目(BK20181309)


Feature of downward-flushing flow on crest of levee under combined wave and surge overtopping conditions
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    针对堤前水位高于堤顶时极端波浪溢流造成的海堤堤顶下冲水流问题,基于波浪溢流大型水槽试验中测得的堤顶流速时间序列开展研究,并提出波浪溢流过程中不同角度下冲水流的发生概率和平均流速的经验公式。结果表明,下冲水流的流速通常大于同一位置的流速均值,下冲水流的发生概率随其角度增大而明显减小,下冲水流的平均流速随其角度的增大而略有减小,但当出水高度趋近于0时,不同角度下冲水流的平均流速均会显著增大。

    Abstract:

    Aiming at the problem of the downward-flushing flow on the crest of a levee caused by extreme combined wave and surge conditions,the time series of flow velocity measured in full-scale flume tests on combined wave and surge overtopping are investigated,and empirical formulas for the occurrence probability and average velocity of the downward-flushing flow of different angles are proposed. The results show that the velocity of downward-flushing flow is usually greater than the average velocity at the same position. The occurrence probability of downward-flushing flow decreases significantly with the increase of its angle,while the average velocity of downward-flushing flow decreases slightly with the increase of its angle. However,the average velocity of downward-flushing flow of different angles increases significantly when the relative freeboard approaches 0.

    参考文献
    相似文献
    引证文献
引用本文

胡贵娴,潘 毅,王旭鹏.极端波浪溢流过程中海堤堤顶的下冲水流特征分析*[J].水运工程,2022(12):34-39.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2022-12-08
  • 出版日期:
文章二维码