首页 | 本学科首页   官方微博 | 高级检索  
     

斜坡式海堤挡浪墙波浪力对比分析
引用本文:邹恒,曹坤,顾威,王弘元. 斜坡式海堤挡浪墙波浪力对比分析[J]. 城市道桥与防洪, 2020, 0(11): 100-103
作者姓名:邹恒  曹坤  顾威  王弘元
作者单位:上海市政工程设计研究总院集团有限公司, 上海市 200092
摘    要:以东部沿海某海堤工程为例,分别通过物理模型试验方法和数值模型方法模拟海堤挡浪墙受到的波压力大小及其分布情况,并进行对比分析。结果发现两者结论较为一致,说明数值模型方法在计算海堤挡浪墙波浪力方面具有较高的精度,可为类似工程提供借鉴。

关 键 词:斜坡式海堤  挡浪墙  波浪力
收稿时间:2020-04-22

Comparison and Analysis of Wave Forces on Wave-retaining Wall of Sloping Seawall
ZOU Heng,Cao Kun,Gu Wei,Wang Hongyuan. Comparison and Analysis of Wave Forces on Wave-retaining Wall of Sloping Seawall[J]. Urban Roads Bridges & Flood Control, 2020, 0(11): 100-103
Authors:ZOU Heng  Cao Kun  Gu Wei  Wang Hongyuan
Abstract:Taking a seawall project in the eastern coastal area as an example, the magnitude and distribution of the wave pressure on the seawall wave-retaining wall are simulated through the physical model test method and numerical model method, and compared and analyzed. The results show that the two conclusions are relatively consistent, which indicate that the numerical model method has high accuracy in calculating the wave force of the seawall wave-retaining wall, and can provide a reference for similar projects.
Keywords:sloping seawall   wave-retaining wall   wave force
点击此处可从《城市道桥与防洪》浏览原始摘要信息
点击此处可从《城市道桥与防洪》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号