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长江干线航道船行波及波能时空分布特征研究

孙辉 蒋仲廉 陈世俊 余珍 陈思锦

哈尔滨工程大学学报2026,Vol.47Issue(3):586-594,9.
哈尔滨工程大学学报2026,Vol.47Issue(3):586-594,9.DOI:10.11990/jheu.202404037

长江干线航道船行波及波能时空分布特征研究

Research on the characteristics of ship wakes and spatiotemporal distribution of wave energy of middle reaches of Yangtze River

孙辉 1蒋仲廉 1陈世俊 2余珍 3陈思锦1

作者信息

  • 1. 武汉理工大学 水路交通控制全国重点实验室,湖北 武汉 430063||武汉理工大学 国家水运安全工程技术研究中心,湖北 武汉 430063
  • 2. 武汉理工大学 水路交通控制全国重点实验室,湖北 武汉 430063||武汉理工大学 国家水运安全工程技术研究中心,湖北 武汉 430063||浙江省交通运输科学研究院,浙江 杭州 310023
  • 3. 长江航道规划设计研究院,湖北 武汉 430040
  • 折叠

摘要

Abstract

The ship-induced wakes coupled with river runoff would result in erosions of waterway infrastructures(e.g.,banks and embankment).The features of vessel traffic flows have been explored through automatic identification system(AIS)data in Jiepai reach of Yangtze River,China.By adopting the empirical ship wakes formula,the characteristics of ship wake heights and wave energy are discussed.The results show that approximately 65%of the ships'lengths fall in a range of 50~100 m,the vessel draft(D)generally ranges from 3~6 m,and the ship speed is generally low(FL<0.4).The wake height records larger than 0.05 m account for 55.11%in dry season,which is higher than that of flood season(48.21%).The maximum wake height is about 0.6 m in flood season.The number of ship wake shocks and accumulated wave energy in the flood season are greater than those of dry season.The ship wakes generally act on the right bank of Ji-angxinzhou,the lower left section of Luoshan,and the right shoreline from Luoshan to Nanmenzhou.The maximum cumu-lative wave energy could reach 380 kJ/m.The present study provides a guidance for the planning,construction and mainte-nance of waterway infrastructure,contributing to the resilient waterway transportation system.

关键词

船行波/弗劳德数/最大波高/波能分布/船舶自动识别系统数据/时空特征/航道养护/长江中游河段

Key words

ship wakes/Froude number/maximum wave height/wave energy distribution/automatic identifica-tion system data/spatio-temporal characteristics/waterway maintenance/middle reaches of Yangtze River

分类

交通工程

引用本文复制引用

孙辉,蒋仲廉,陈世俊,余珍,陈思锦..长江干线航道船行波及波能时空分布特征研究[J].哈尔滨工程大学学报,2026,47(3):586-594,9.

基金项目

国家自然科学基金项目(52071250,51709220). (52071250,51709220)

哈尔滨工程大学学报

1006-7043

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