龙溪口航电枢纽工程二期一汛导流及度汛优化设计
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:


Optimization design of flow diversion and flood control in first flood season of Longxikou Navigation-power Junction project phase II
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:

    龙溪口航电枢纽工程施工期不允许断航,枢纽布置紧凑,洪水流量大,度汛任务重,施工导流采用分期围堰导流方式,共分为3期工程。结合现场情况,二期一汛同时施工发电厂房和船闸,导流及度汛优化设计对工程建设尤为重要。二期一汛新增船闸土石围堰并优化后续施工导流程序,通过物理模型和数学模型试验验证,优化设计是可行的。领导小组统一指挥度汛工作,制定综合性度汛措施,有效地保证工程建设的度汛安全。

    Abstract:

    During the construction period of the Longxikou Navigation-power Junction project,navigation interruption is not allowed,with compact junction layout,large flood flow,and heavy flood control tasks.Additionally,the construction flow diversion adopts the phased cofferdam diversion,which is divided into three phases.According to the on-site progress,the power plant and ship lock will be constructed spontaneously in the first flood season of phase II,and the optimization design of flow diversion and flood control is particularly important for the project construction.Earth-rock cofferdam of ship lock is added in the first flood season of phase II,and flow diversion procedures of subsequent construction are optimized.The physical model and mathematical model verify that optimization design is feasible.The leading group uniformly directs flood control and formulates comprehensive flood control measures,ensuring the flood control safety of the construction project.

    参考文献
    相似文献
    引证文献
引用本文

李志伟,张 平,张毅驰.龙溪口航电枢纽工程二期一汛导流及度汛优化设计[J].水运工程,2023(10):9-12.

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: 2023-10-16
  • 出版日期:
文章二维码