构皮滩通航设施第一级中间渠道水力学观测与实船试验
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:


Hydraulics observation and ship test of first-step intermediate channel of Goupitan navigation structure
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:

    依托乌江构皮滩通航工程,开展了含长距离通航隧洞中间渠道的水力学观测与实船试验,揭示了中间渠道波动传播时空变化规律及船舶航行特性。观测表明:中间渠道波动传播速度约5.0~6.8 ms,波幅与水面宽度呈反比,中间渠道两端的水面波动最大,通航隧洞内次之,大型渡槽交汇区波动最小;在中间渠道船厢卧倒门启闭产生的波幅在2 cm内,船舶正常航行产生的最大波幅约10 cm以内,主要波动周期为120~160 s,水面波动对船舶航行富余水深影响不大;船舶在中间渠道正常航行速度达到了设计指标,最大下沉量发生于船舶出厢连续加速阶段,实测上行和下行最大下沉量分别约25和13 cm,船舶在中间渠道内航行下沉量约10 cm以内,富余水深较大,通航隧洞断面设计总体合理。

    Abstract:

    Relying on the navigation project of Wujiang River,the hydraulics observation and ship test of the intermediate channel containing the long-distance navigation tunnel are carried out.Wave regulation of time and space of intermediate channel and ship navigation characteristics are revealed.The observation presents the intermediate channel wave propagation speed is about 5.0~6.8 ms.The wave amplitude is inversely proportional to the water width.The water surface at the two ends of the intermediate channel fluctuates the most,second in the navigation tunnel,and the large aqueduct intersection area fluctuates the least.The amplitude of the wave generated in the intermediate channel by the open and close of the chamber gate is within 2 cm,while that caused by ship navigation is basically within 10 cm.The main wave period is between 120 and 160 s.The water surface fluctuation has little impact on the underkeel clearance of the ship navigation.The normal navigation speed of the ship in the intermediate channel reaches the design index,and the maximum sinkage occurs in the continuous acceleration stage of the ship out of the chamber.The measured maximum sinkage of the upward and down is about 25 and 13 cm respectively.The maximum navigation sinkage of the ship in the intermediate channel is basically within 10 cm.The underkeel clearance is rich and the design of the navigable tunnel section is generally reasonable.

    参考文献
    相似文献
    引证文献
引用本文

王 新,黄金根,左邦祥,等.构皮滩通航设施第一级中间渠道水力学观测与实船试验[J].水运工程,2023(9):72-77.

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: 2023-09-08
  • 出版日期:
文章二维码