WAVE OVERTOPPING ON FLARING SHAPED SEAWALL UNDER OBLIQUE INCIDENT WAVES

被引：0
|
作者：
Murakami, Keisuke [1 ]
Maki, Daisuke [2 ]
Takehana, Naoto [3 ]
机构：
[1] Miyazaki Univ, Dept Civil & Environm Engn, 1-1 Gakuen Kibanadainishi, Miyazaki 8892192, Japan
[2] Miyazaki Univ, Fac Engn, Miyazaki 8892192, Japan
[3] Kobe Steel Ltd, Engn Grope, Kobe, Hyogo 6570845, Japan
来源：
PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON APAC 2011 | 2012年
关键词：
D O I：
暂无
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
Flaring Shaped Seawall, which has a deep curved section on its front face, checks a wave overtopping quite effectively in comparison with other conventional seawalls. Hydraulic characters of this seawall have been investigated under the condition of incident waves that approach the seawall with right angle. The seawall checks the wave overtopping by overturning an incoming wave motion to offshore on its largely curved section. This distinctive interaction is influenced by an incident wave angle with respect to the seawall. This study clears the characteristics of wave overtopping on Flaring Shaped Seawall under oblique incident wave conditions.
引用
收藏
页数：8
相关论文
共 50 条
  • [1] Reduction of wave overtopping and water spray with using flaring shaped seawall
    Kamikubo, Y
    Murakami, K
    Irie, I
    Kataoka, Y
    Takehana, N
    [J]. PROCEEDINGS OF THE THIRTEENTH (2003) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3, 2003, : 671 - 676
  • [2] Experimental study on mean overtopping of sloping seawall under oblique irregular waves
    Deng-ting Wang
    Lie-hong Ju
    Jia-ling Zhu
    Zhen Wang
    Tian-ting Sun
    Wei-qiu Chen
    [J]. China Ocean Engineering, 2017, 31 : 350 - 356
  • [3] Experimental study on mean overtopping of sloping seawall under oblique irregular waves
    Wang Deng-ting
    Ju Lie-hong
    Zhu Jia-ling
    Wang Zhen
    Sun Tian-ting
    Chen Wei-qiu
    [J]. CHINA OCEAN ENGINEERING, 2017, 31 (03) : 350 - 356
  • [4] Experimental Study on Mean Overtopping of Sloping Seawall Under Oblique Irregular Waves
    WANG Deng-ting
    JU Lie-hong
    ZHU Jia-ling
    WANG Zhen
    SUN Tian-ting
    CHEN Wei-qiu
    [J]. China Ocean Engineering, 2017, 31 (03) : 350 - 356
  • [5] Experiment study of overtopping performance of sloping seawall under oblique and multi-dimensional irregular waves
    Yu, Yu-Xiu
    Li, Xiao-Liang
    [J]. COASTAL ENGINEERING JOURNAL, 2007, 49 (01) : 77 - 101
  • [6] WAVE FORCE AND WAVE OVERTOPPING CHARACTERISTICS OF HIGH MOUND COMPOSITE SEAWALL FOR OBLIQUE WAVE CONDITIONS
    Mori, Masaya
    Yamamoto, Yasuji
    Kimura, Katsutoshi
    [J]. PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON ASIAN AND PACIFIC COASTS, VOL 4, 2010, : 344 - +
  • [7] Wave overtopping models and seawall freeboards
    Hedges, TS
    Reis, MT
    [J]. COASTAL ENGINEERING AND MARINA DEVELOPMENTS, 1999, 3 : 567 - 576
  • [8] Performance of an U-Shaped Oscillating Water Column Wave Energy Converter Device under Oblique Incident Waves
    Trivedi, Kshma
    Koley, Santanu
    Panduranga, Kottala
    [J]. FLUIDS, 2021, 6 (04)
  • [9] Numerical wave flume simulations of seawall overtopping
    Ingram, DM
    Gao, F
    Causon, DM
    Mingham, CG
    Troch, P
    [J]. COASTAL ENGINEERING 2004, VOLS 1-4, 2005, : 4560 - 4572
  • [10] Wave Overtopping over Coastal Structures with Oblique Wind and Swell Waves
    van der Werf, Ivo M.
    van Gent, Marcel R. A.
    [J]. JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2018, 6 (04):
12345