万安枢纽二线船闸平面布置方案
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:


Layout plan of the second-line ship lock of Wan’an Junction
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:

    万安枢纽二线船闸平面布置综合考虑了邻近建筑物结构安全稳定、通航水流条件、施工条件、征拆及土石方开挖等影响因素,比选出布置在一线船闸右岸且在坝顶公路桥中心线处一、二线船闸轴线间距为230 m的方案。通过数模与物模试验对上、下游引航道通航水流条件进行分析与优化,提出延长二线船闸上游引航道停泊段、一、二线船闸共用部分停泊段,并在转弯处加宽上引航道底宽、加深疏浚,延长一线船闸与泄水闸之间的隔流堤,采用全旁侧泄水形式等措施,改善了上、下游引航道通航水流条件,可为类似高水头库区船闸平面布置提供借鉴。

    Abstract:

    The plan layout of the second-line ship lock of the Wan’an Junction comprehensively considers the safety and stability of the adjacent building structure,navigable conditions,construction conditions,demolition and earthwork excavation,etc. The first and second line ship lock axis spacing is 230 m. Through numerical simulation and physical model tests,we analyze and optimize the navigable conditions of the upstream and downstream approach channels,and propose to extend the mooring section of the upstream approach channel of the second-line ship lock and the mooring section shared by the first and second-line ship locks,widen the bottom of upper approach channel and deepen the dredging at the turn,extend the dike between the first-line ship lock and the sluice lock,and adopt the full side discharge method,to improve the navigable conditions of the upstream and downstream approach channels. It can provide reference for the plan layout of ship locks in similar high-head reservoir areas.

    参考文献
    相似文献
    引证文献
引用本文

李华勇,杜 军,王志鹏.万安枢纽二线船闸平面布置方案[J].水运工程,2021(11):159-164.

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: 2021-11-09
  • 出版日期:
文章二维码