破堤出海闸防渗与防浪设计
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:


Anti-seepage and anti-wave design for sluice on breaking dam in coastal area
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:

    为减轻围垦区内外工程建设影响、适应城市化发展要求,常需在已建海堤上破堤新建水闸,闸基防渗及保闸消浪设计是开敞式外海破堤建闸的两大重点和难点。在参考国内外闸坝防渗、消浪设计研究成果及类似工程实践经验的基础上,以浙东某破堤出海闸为例,介绍大块石填土层上水闸防渗及保闸消浪设计过程。从水闸运行及与附近水闸对比结果看,所采取的措施是合理的。

    Abstract:

    In order to mitigate the influence of the project construction inside or outside the reclamation area and meet the requirements of urbanization development,a sluice on the breaking seawall is often demanded.Anti-seepage and anti-wave are two major difficulties in the construction of open breaking seawall.Based on research results at home and abroad and similar engineering practice experience,and taking a sluice on the breaking seawall in Zhejiang for example,we describe the design process of anti-seepage and anti-wave on the filling with rubble stones.According to the comparison among similar sluices,we know that the measures adopted are reasonable.

    参考文献
    相似文献
    引证文献
引用本文

胡 涛,贾 军.破堤出海闸防渗与防浪设计[J].水运工程,2018(4):73-78.

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: 2018-04-09
  • 出版日期:
文章二维码