Experimental Study on Hydraulic Performance of Tiecell Caisson Breakwater with Wave Chamber

被引：0
|
作者：
Kim, In-Chul [1 ]
Park, Kichul [1 ]
Kang, Tae-Wook [1 ]
机构：
[1] Dongseo Univ, Dept Civil & Environm Engn, Busan, South Korea
来源：
JOURNAL OF COASTAL RESEARCH | 2021年
关键词：
Tiecell blocks; dissipating wave energy; overtopping rates; impulsive force;
D O I：
10.2112/JCR-SI114-017.1
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
Recently, a perforated caisson breakwater with tiecell blocks was developed to improve a water affinity and people's safety of a rubble mound armoured by tetrapods. In this study, hydraulic model tests were performed to examine the hydraulic performance of a non-porous and a tiecell caissons with perforated blocks attacking wave against a small fishery harbor near Busan. The model test results show that the tiecell caisson is more effective in dissipating wave energy under normal wave conditions and in reducing wave overtopping rates under design wave conditions than the non-porous caisson. It is found that the horizontal wave forces acting on the tiecell caisson show slightly more large than the non-porous caisson due to the impulsive force generated in the wave chamber.
引用
收藏
页码：81 / 85
页数：5
相关论文
共 50 条
  • [11] Tilt displacement of caisson breakwater due to wave loading
    Zhang, X. Y.
    Lee, F. H.
    Leung, C. F.
    GEOTECHNIQUE, 2009, 59 (01): : 17 - 27
  • [12] Hydrodynamic performance of a dual cylindrical caisson breakwater
    Sankarbabu, K.
    Sannasiraj, S. A.
    Sundar, V.
    COASTAL ENGINEERING, 2008, 55 (06) : 431 - 446
  • [13] Development test of wave power extracting Caisson breakwater
    Nakada, Hiroaki
    Suzuki, Masaru
    Takahashi, Shigeo
    Shikamori, Masazumi
    Civil engineering in Japan, 1992, 31 : 146 - 164
  • [14] Hydrodynamic performance of a dual cylindrical caisson breakwater
    Department of Ocean Engineering, Indian Institute of Technology Madras, Chennai, 600036, India
    Coast. Eng., 6 (431-446):
  • [15] WAVE DISSIPATION AND FORCES ON A PERFORATED CAISSON BREAKWATER.
    Horiguchi, Takao
    Memoirs of Faculty of Technology, Tokyo Metropolitan University, 1976, (26): : 2445 - 2454
  • [16] Experimental Investigation of the Hydraulic Performance of Caisson-Pile Breakwaters
    Yoo, Jeseon
    Kim, Soo-Young
    Kim, Jung-Min
    Cho, Yong-Sik
    JOURNAL OF COASTAL RESEARCH, 2010, 26 (03) : 444 - 450
  • [17] Hydraulic Performance of an Innovative Breakwater for Overtopping Wave Energy Conversion
    Iuppa, Claudio
    Contestabile, Pasquale
    Cavallaro, Luca
    Foti, Enrico
    Vicinanza, Diego
    SUSTAINABILITY, 2016, 8 (12):
  • [18] Numerical Study on the Hydraulic Performance of Submerged Porous Breakwater under Solitary Wave Attack
    Al-Banaa, K.
    Liu, P. L. -F.
    JOURNAL OF COASTAL RESEARCH, 2007, : 201 - 205
  • [19] Theoretical and experimental study on tsunami induced instability of caisson type composite breakwater
    Dong, Simeng
    Zen, Kouki
    Kasama, Kiyonobu
    Wang, Bo
    Takesue, Akihiro
    Memoirs of the Faculty of Engineering, Kyushu University, 2012, 72 (02): : 55 - 68
  • [20] A probabilistic approach to predict wave force on a caisson breakwater based on Bayesian regression and experimental data
    Moghadam, Reza Ehsani
    Shafieefar, Mehdi
    Akbari, Hassan
    OCEAN ENGINEERING, 2022, 249
12345