IMPINGEMENT OF OVERTOPPING FLOWS TO THE REAR SIDE OF A BREAKWATER

被引:0
|
作者
Ryu, Y. [1 ]
Adibhusana, M. N. [2 ]
Lee, J. [3 ]
Kim, H. [2 ]
机构
[1] Chonnam Natl Univ, Dept Civil Engn, 77 Yongbong Ro, Gwangju 61186, South Korea
[2] Pukyong Natl Univ, Dept Ocean Engn, 45 Yongso Ro, Busan 48513, South Korea
[3] Chonnam Natl Univ, Dept Marine & Civil Engn, 50 Daehak Ro, Yeosu 59626, Jeonnam, South Korea
关键词
Overtopping flow; Rear slope; Overtopping jet; Front velocity;
D O I
10.1007/978-981-15-0291-0_136
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This study conducted a physical model test in order to investigate the behavior of overtopping flows in the rear side of a caisson breakwater with dissipating blocks. Overtopping flows falling down to the rear side of a breakwater impact on the rear slope directly affecting the slope stability. This study measured wave profile, front velocity and impinging distance of overtopping flows to examine flow behavior over the rear slope through varying wave conditions. Laboratory experiments generated monochromatic waves with intent to focus on parameterizing front velocity and impinging distance based on the wave conditions.
引用
收藏
页码:995 / 998
页数:4
相关论文
共 50 条
  • [21] WAVE OVERTOPPING GENERATED FLOW THROUGH OFFSHORE BREAKWATER GAPS
    WALTON, TL
    SEELIG, WN
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1989, 115 (03): : 409 - 413
  • [22] Constructal Design of an Overtopping Wave Energy Converter Incorporated in a Breakwater
    Martins, Jaifer Correa
    Fragassa, Cristiano
    Goulart, Marcelo Moraes
    dos Santos, Elizaldo Domingues
    Isoldi, Liercio Andre
    Gomes, Mateus das Neves
    Oliveira Rocha, Luiz Alberto
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 10 (04)
  • [23] Advantages of an innovative vertical breakwater with an overtopping wave energy converter
    Di Lauro, Enrico
    Maza, Maria
    Lara, Javier L.
    Losada, Inigo J.
    Contestabile, Pasquale
    Vicinanza, Diego
    COASTAL ENGINEERING, 2020, 159
  • [24] Numerical and Physical Modelling of Wave Overtopping Over a Porous Breakwater
    Reis, M. T.
    Neves, M. G.
    Hu, K.
    ten Voorde, M.
    PROCEEDINGS OF THE EIGHTEENTH (2008) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3, 2008, : 691 - 697
  • [25] Experimental Study on Wave Overtopping Force before a Vertical Breakwater
    Li Han
    Gui Jinsong
    Wang Dongxu
    PROCEEDINGS OF THE 2016 INTERNATIONAL FORUM ON ENERGY, ENVIRONMENT AND SUSTAINABLE DEVELOPMENT (IFEESD), 2016, 75 : 1 - 5
  • [26] Heracles, side and rear
    Homps-Brousse, Helene
    REVUE DES MUSEES DE FRANCE-REVUE DU LOUVRE, 2014, (02): : 4 - 4
  • [27] Breakwater overtopping under wave spectra conditions prevailing in the Adriatic Sea
    Vukovic, Z
    Brica, P
    COASTAL ENGINEERING V: COMPUTER MODELLING OF SEAS AND COASTAL REGIONS, 2001, 6 : 111 - 120
  • [28] Effect of Sea Level Rise on the Wave Overtopping Rate at Berm Breakwater
    Pillai, Karthika
    Lemckert, Charles
    Etemad-Shahidi, Amir
    Cappietti, Lorenzo
    Sigurdarson, Sigurdur
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2019, 145 (05)
  • [29] Steady streaming and flow turbulence in front of vertical breakwater with wave overtopping
    Yeganeh-Bakhtiary, Abbas
    Hajivalie, Fatemeh
    Hashemi-Javan, Ali
    APPLIED OCEAN RESEARCH, 2010, 32 (01) : 91 - 102
  • [30] Unsteady Flow Characteristics at Gate of Overtopping-type Submerged Breakwater
    Kim, Shinwoong
    Lee, Seong-Dae
    JOURNAL OF COASTAL RESEARCH, 2021, : 101 - 105