Experimental Study on Scouring of Land behind Seawall due to Overflowing Tsunami

被引:0
|
作者
Okura, Shota [1 ]
Hiraishi, Tetsuya [2 ]
机构
[1] Port & Airport Res Inst, Marine Environm Informat Grp, Yokosuka, Kanagawa, Japan
[2] Kyoto Univ, Disaster Prevent Res Inst, Kyoto, Japan
关键词
Driving wave pressure; sand ground;
D O I
10.2112/SI85-165.1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In March 11th 2011, Tohoku off Pacific Ocean Earthquake Tsunami damaged the coastal area seriously. Some of coastal protection facilities such as breakwater, seawall, etc. were destroyed by scouring due to overflowing tsunami or draft wave of tsunami. If a tsunami exceeding the design wave height hits the seawall, it is considered that the seawall loses the supporting ability of the land behind it, and it slides or falls. When seawall loses its function due to sliding or falling, it is considered that second wave and third wave of the tsunami reach aboveground, and cause serious damages. Therefore, it is necessary to investigate scouring of land behind seawall due to overflowing tsunami. This study investigated scouring due to overflowing tsunami by the experiment using the seawall model in a newly developed Tsunami and Storm Sure Reproducing Channel (45m * 4m* 2m). Experiments were performed by using solitary wave that push the wave plate forward at a stroke to generate a single large wave, and long waves that are generated sinusoidal waves by moving the wave plate back and forth. The seawall model (4m * 15cm * 5cm) is a scale of 1/50. There is sand ground behind the seawall model of 6cm in depth,60cm in length, 4m in width. The scouring phenomenon of land behind seawall was investigated by measuring the sand ground after generating tsunami.
引用
收藏
页码:821 / 825
页数:5
相关论文
共 50 条
  • [21] Wave overtopping and toe scouring at a plain vertical seawall with shingle foreshore: A physical model study
    Salauddin, M.
    Pearson, J. M.
    OCEAN ENGINEERING, 2019, 171 : 286 - 299
  • [22] Sediment Transport Calculation Considering Unresolved Scales of Turbulence and Its Application to Scouring Due to Tsunami
    Nakamura, Tomoaki
    Mizutani, Norimi
    INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2014, 24 (04) : 269 - 277
  • [23] Experimental and calculation study on overtopping of framed seawall
    Zhou, J. F.
    Gao, J. Q.
    Mao, Q.
    Yuan, H. Y.
    Wu, H. M.
    Pan, X. C.
    4TH INTERNATIONAL CONFERENCE ON WATER RESOURCE AND ENVIRONMENT (WRE 2018), 2018, 191
  • [24] Influence of liquefaction on scour behind coastal dikes due to tsunami overflow
    Takegawa, Naoki
    Sawada, Yutaka
    Murai, Kazuki
    Kawabata, Toshinori
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2018, 12 (01) : 40 - 45
  • [25] Experimental study of uplift loads due to tsunami bore impact on a wharf model
    Chen, Cheng
    Melville, Bruce W.
    Nandasena, N. A. K.
    Shamseldin, Asaad Y.
    Wotherspoon, Liam
    COASTAL ENGINEERING, 2016, 117 : 126 - 137
  • [26] Experimental study on behavior of container on apron due to Tsunami and its impact load
    Mizutani, N
    Yamaguchi, S
    Tomita, T
    Miyajima, S
    PROCEEDINGS OF THE FIFTEENTH (2005) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 4, 2005, : 640 - 645
  • [27] Tsunami-like Flow-Induced Forces on the Landward Structure behind a Vertical Seawall with and without Recurve Using OpenFOAM
    Harish, S.
    Sriram, V
    Schuettrumpf, Holger
    Sannasiraj, S. A.
    WATER, 2022, 14 (13)
  • [28] Experimental study on floodgate for Janghang seawall project in Korea
    Li, Guobin
    Xu, Hui
    Kooyong, Park
    Han, Naibin
    Gao, Yajun
    ASIAN AND PACIFIC COASTS 2007, 2007, : 713 - 716
  • [29] Experimental study on bar formation in a scouring process
    Xiaofeng Zhang
    Mi Li
    Yuanji Li
    Jianwei Sun
    Natural Hazards, 2017, 89 : 723 - 740
  • [30] Experimental Study of Inclined Bridge Pier Scouring
    Abbas, Fakhar Muhammad
    Naeem, Usman Ali
    Ghani, Usman
    Ahmad, Talat Farid
    Amina
    MEHRAN UNIVERSITY RESEARCH JOURNAL OF ENGINEERING AND TECHNOLOGY, 2020, 39 (04) : 859 - 870