通航隧道船行波演变规律及网箱结构消波效果研究
DOI:
CSTR:
作者:
作者单位:

1.长沙理工大学水利与海洋工程学院;2.湖南省交通规划勘察设计院有限公司

作者简介:

通讯作者:

中图分类号:

基金项目:

通航建筑物建设技术交通行业重点实验室(开放课题)资助;湖南省科技创新计划项目(2020RC3037,20hnkj019)


Numerical study on ship wave propagation and evolution and the dissipation effect of cage-type structure in navigation tunnels
Author:
Affiliation:

Fund Project:

Project supported by Open Fund of Key Laboratory of Navigation Structures Technology, Ministry of Transport; The science and technology innovation Program of Hunan Province(2020RC3037,20hnkj019).

  • 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:

    【目的】通航隧道作为促进水上交通网络畅通的重要工程,其狭窄空间环境对船舶航行安全构成威胁,为探究通航隧道尺度及内部复杂航行环境对船舶航行的影响,本文针对不同隧道尺度下1000t集装箱船开展相关研究,以保障船舶安全通航。【方法】基于雷诺时均方程(RANS)与k-ω湍流模型,构建KCS船型在通航隧道中运动的三维数值模型,系统分析船行波在隧道内的传播演变规律,提出安全航行的隧道尺度和船舶运动参数,并评估网箱式消波结构的消波效果。【结果】研究发现,船尾孤立波波高随着船舶吃水和通航水深的增大而增大,随隧道宽度的增大而减小;船行波的最大水位下降随船舶航速和隧道宽度的增大而减小,随着吃水深度和通航水深的增大而增大。保障船舶安全航行的最优宽深比为B/h=8.13,最优水深比为hi/h=0.88~0.94,最优航速为Fr≤1.0。消波效果方面,网箱式消波结构有效抑制了船尾孤立波的产生,对船尾波扰动范围的最高消减率达39.19%,对最大水位下降的改善效果达50.01%。【结论】研究表明,隧道宽度、水深、船舶航速和吃水对船行波的演变存在耦合作用,网箱结构可有效降低船舶对通航隧道内水体的扰动,为通航隧道内船舶航行的安全性和稳定性提供了理论依据。

    Abstract:

    [Purposes] As an important project to facilitate smooth waterway traffic, navigation tunnels pose a threat to the safety of ship navigation due to their narrow spatial environment. This study investigates the impact of tunnel dimensions and the complex internal navigation environment on ship navigation, focusing on 1000t container ships under different tunnel scales to ensure safe passage for ships. [Methods] A three-dimensional numerical model of the KCS ship navigating through a tunnel is developed based on the Reynolds-averaged Navier–Stokes (RANS) equations and the k-ω turbulence model. The study systematically analyzes the propagation and evolution of ship-generated waves within the tunnel, proposes optimal tunnel dimensions and vessel motion parameters for safe navigation, and evaluates the wave attenuation effect of a net-cage-type wave dissipation structure. [Findings] The findings reveal that the height of the stern solitary wave increases with the ship’s draft and the navigable water depth but decreases with increasing tunnel width. The maximum water level drop induced by ship-generated waves decreases as vessel speed and tunnel width increase but increases with greater draft and navigable water depth. The optimal width-to-depth ratio for safe navigation is B/h=8.13, the optimal navigation depth ratio is hi/h=0.88~0.94, and the optimal speed is Fr≤1.0. Regarding wave dissipation performance, the net-cage wave dissipation structure effectively suppresses the generation of stern solitary waves, achieving a maximum reduction rate of 39.19% in the stern wave disturbance range and improving the maximum water level drop by up to 50.01%. [Conclusions] The study demonstrates that tunnel width, water depth, vessel speed, and draft have a coupled effect on the evolution of ship-generated waves. The net-cage structure effectively mitigates the disturbance of the tunnel's internal water body caused by vessel navigation, providing a theoretical basis for ensuring the safety and stability of ship passage through navigable tunnels.

    参考文献
    相似文献
    引证文献
引用本文
分享
相关视频

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:2025-03-24
  • 最后修改日期:2025-04-11
  • 录用日期:2025-04-16
  • 在线发布日期:
  • 出版日期:
文章二维码