连云港港旗台作业区及防波堤工程前后水体交换能力研究*
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:

国家自然科学基金项目(51309157);中国博士后基金项目(2012M511244);国家863计划资助项目(2012AA112509)


Water exchange capacity before and after construction of Qitai operation area and breakwater project of Lianyungang port
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:

    随着旗台作业区及南北防波堤工程的建成,连云港港主港区已经变成为南北短、纵深长的半封闭的狭窄港域,口门的缩窄以及口门至港池末端纵深进一步增加,势必对港内水体的交换能力带来一定的影响。通过三维数学模型对工程前后的水体交换能力进行模拟,分析水体交换能力变化的原因,并通过港内水质点的Lagrange运动轨迹进一步认识港内水体的交换过程。模拟结果表明,港区内受水流动力及港口形态的影响,旗台作业及防波堤工程建设后主港区的半交换周期从约5 d增加至22 d。为了保障港内水域的水质环境,必须严格控制港内水体污染排放。

    Abstract:

    With the completion of the Qitai operation area and the auxiliary breakwater project,Lianyungang port has become a long narrow semi-enclosed harbor region.As the entrance of the port becomes narrow and the distance from the entrance to port ends increases,the exchange capacity of the harbor water will certainly be affected.In this article,the water exchange capacity before and after the engineering is studied using a three-dimensional mathematical model and further understanding of the exchange process in the harbor waters is carried out by Lagrange trajectory method.The simulation results indicates that under the impacts of flow dynamics and the port shape,the half exchange period increases from about 5 days to 22 days after the construction of Qitai operation area and the auxiliary breakwater project.In order to guarantee the water quality in the port,the amounts of wastewater discharged into the port must be controlled strictly.

    参考文献
    相似文献
    引证文献
引用本文

王金华,章卫胜,张金善,等.连云港港旗台作业区及防波堤工程前后水体交换能力研究*[J].水运工程,2016(4):17-24.

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: 2016-04-12
  • 出版日期:
文章二维码