Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave

Junning PAN; Shupeng WANG; Tianting SUN; Maowen CHEN; Dengting WANG

doi:10.1007/s00343-019-8236-4

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Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave

Updated：2023-05-20

- Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave
- Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave
- 海洋湖沼学报（英文） 2019年37卷第6期页码：1912-1920
- Affiliations：
  
  1.Nanjing Hydraulic Research Institute, Nanjing 210029, China
  2.Key Lab of Port, Waterway and Sedimentation Engineering of MOT, Nanjing 210029, China
- Author bio：
  
  PAN Junning, E-mail:jnpan@nhri.cn
- Funds：
  
  the National Key R&D Program of China(2016YFC1402002);the Fifteenth Session Program between China and Bulgaria Scientific and Technological Cooperation Committee(15-13);the Major Project of Nanjing Hydraulic Research Institute Funds(Y218005);the Major Project of Nanjing Hydraulic Research Institute Funds(Y218006)
- DOI：10.1007/s00343-019-8236-4
  中图分类号：
- 收稿：2018-09-10，
  
  录用：2018-11-26，
  
  网络首发：2019-01-22，
  
  纸质出版：2019-11
- Accepted：
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Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave[J]. 海洋湖沼学报（英文）, 2019,37(6):1912-1920.

Junning PAN, Shupeng WANG, Tianting SUN, et al. Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave[J]. Journal of Oceanology and Limnology, 2019, 37(6): 1912-1920.
Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave[J]. 海洋湖沼学报（英文）, 2019,37(6):1912-1920. DOI： 10.1007/s00343-019-8236-4.

Junning PAN, Shupeng WANG, Tianting SUN, et al. Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave[J]. Journal of Oceanology and Limnology, 2019, 37(6): 1912-1920. DOI： 10.1007/s00343-019-8236-4.

摘要

Abstract

In the context of global climate change

the impact of group-occurring ocean dynamic disasters on China's offshore areas is becoming more and more intense. The study of the effect of existing ocean dynamic disasters on offshore hazard-bearing bodies mostly focuses on the effect of single disaster-causing factors

and it is still insufficient to study storm surge and dynamic wave coupling & reinforcement effects as well as the process of the dynamic response of such hazard-bearing bodies as seawalls. This study firstly realized the synchronous process of water level and wave through continuous tide generation and wave generation by the wave maker and tide generating device

so as to realize the dynamic coupling simulation of storm surge and wave in the laboratory. Then the physical model test of the typical seawall section was carried out under the dynamic coupling of storm surge and wave as well as at a conventional fixed water level respectively. In the process of test wave overtopping discharge and the damage process of the levee crown and backwall of seawalls were observed and compared

and their damage mechanism was also studied.

关键词

Keywords

references

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