中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2025, Vol. 44 ›› Issue (10): 74-82.DOI: 10.3969/j.issn.1674-0696.2025.10.10

• 港口航道·水利水电·资源环境 • 上一篇    

引江济淮工程航道适航特性研究

王二宝1,王丹媛1,陈亮2,舒岳阶2,周远航2   

  1. (1. 安徽省引江济淮集团有限公司,安徽 合肥 230601; 2. 重庆西科水运工程咨询有限公司,重庆 402247)
  • 收稿日期:2024-11-12 修回日期:2025-07-12 发布日期:2025-11-06
  • 作者简介:王二宝(1987—),男,安徽滁州人,高级工程师,主要从事港口航道方面的工作。E-mail:350455225@qq.com 通信作者:舒岳阶(1989—),男,湖北荆州人,高级工程师,博士,主要从事港口航道方面的研究。E-mail:704537847@qq.com
  • 基金资助:
    国家重点研发计划资助项目(2023YFC3206104)

Seaworthiness Characteristics of Waterway of the Yangtze-to-Huaihe Water Diversion Project

WANG Erbao1,WANG Danyuan1,CHEN Liang2,SHU Yuejie2,ZHOU Yuanhang2   

  1. (1. Anhui Provincial Group Limited for Yangtze-to-Huaihe Water Diversion, Hefei 230601, Anhui, China; 2. Chongqing Xike Water Transport Engineering Consulting Co., Ltd., Chongqing 402247,China)
  • Received:2024-11-12 Revised:2025-07-12 Published:2025-11-06

摘要: 通过实船试验对引江济淮工程中江淮沟通段中顺直段、湖区连续弯道段及桥群区等特征航段进行重点观测,分析了不同特征航段条件下舵角、纵倾横摇及下沉量的变化特性及其影响因素。研究结果表明:在人工运河航道条件下,舵角分布较为集中,极差较小;纵倾角度不受航道走向及桥涵的影响,纵向姿态较为稳定;横摇角度受弯道转弯半径影响较大,湖区连续弯道段横摇角度极差最大(0.78°);在不同航道特征的实验段下沉量均较小,最大下沉量为0.193 m,仅占吃水深度的6.03%。

关键词: 航道工程; 运河; 实船试验; 航行特性

Abstract: Through real-ship tests, key observations were conducted on the characteristic segments such as the straight section in Yangtze-to-Huaihe communication segment, the continuously curved section in the lake area and bridge clustering area in the Yangtze-to-Huaihe water diversion project. The change characteristics of the rudder angle, the pitching and rolling and the amount of subsidence and their influencing factors under the conditions of different characteristic segments were analyzed. The research results show that under the condition of artificial canal waterways, the distribution of rudder angles is relatively concentrated, and the range is smaller. The pitching angle is not affected by the direction of the waterway or bridges and culverts, and the longitudinal attitude is relatively stable. The rolling angle is significantly influenced by the turning radius of the bends, and the range of rolling angles of the continuously curved section in the lake area is the maximum (0.78°). The subsidence is relatively small in the experimental sections with different waterway characteristics, with a maximum subsidence of 0.193m, which accounts for only 6.03% of the draft depth.

Key words: waterway engineering; canals; real-ship test; navigation characteristics

中图分类号: