Numerical and Physical Modelling of Wave Overtopping Over a Porous Breakwater

被引：0
|
作者：
Reis, M. T. [1 ]
Neves, M. G. [1 ]
Hu, K.
ten Voorde, M. [1 ]
机构：
[1] Natl Civil Engn Lab LNEC, Hydraul & Environm Dept, Lisbon, Portugal
来源：
PROCEEDINGS OF THE EIGHTEENTH (2008) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3 | 2008年
关键词：
Rubble-mound breakwater; mean overtopping discharge; AMAZON non-linear shallow-water numerical model; model tests;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper illustrates the application of the non-linear shallow-water numerical model, AMAZON, to study the mean wave overtopping discharge at a porous breakwater protecting a Portuguese harbour. The results are compared to physical model data collected at the National Civil Engineering Laboratory, Portugal. The implications are considered of using two different inputs immediately seaward of the structure: firstly, AMAZON input is the incident wave trains obtained from the laboratory tests; secondly, AMAZON input is the incident wave trains obtained using a numerical model to transform the spectra conditions at the wave-maker in the physical model tests to AMAZON's seaward boundary.
引用
收藏
页码：691 / 697
页数：7
相关论文
共 50 条
  • [1] NUMERICAL SIMULATION OF WAVE OVERTOPPING OF A VERTICAL POROUS DETACHED BREAKWATER
    Vu, Van Nghi
    Pham, Van Khoi
    [J]. INTERNATIONAL JOURNAL OF GEOMATE, 2022, 23 (98): : 1 - 9
  • [2] Wave overtopping of Povoa de Varzim breakwater: Physical and numerical simulations
    Neves, Maria Graca
    Reis, Maria Teresa
    Losada, Inigo J.
    Hu, Keming
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2008, 134 (04) : 226 - 236
  • [3] NUMERICAL MODELLING OF BREAKWATER OVERTOPPING USING A NLSW EQUATION MODEL WITH A POROUS LAYER
    Reis, M. T.
    Hu, K.
    Neves, M. G.
    Hedges, T. S.
    [J]. COASTAL ENGINEERING 2008, VOLS 1-5, 2009, : 3097 - +
  • [4] Wave Overtopping of a Porous Structure: Numerical and Physical Modeling
    Reis, M. T.
    Neves, M. G.
    Hu, K.
    [J]. JOURNAL OF COASTAL RESEARCH, 2009, : 539 - 543
  • [5] Uncertainties in the physical modelling of the wave overtopping over a rubble mound breakwater: The role of the seeding number and of the test duration
    Romano, A.
    Bellotti, G.
    Briganti, R.
    Franco, L.
    [J]. COASTAL ENGINEERING, 2015, 103 : 15 - 21
  • [6] Numerical Study on the Effects of Submerged Breakwater on Wave Overtopping
    Wang, Zhenlu
    Yin, Zegao
    Chen, Yujie
    Yang, Bo
    [J]. JOURNAL OF COASTAL RESEARCH, 2017, : 264 - 268
  • [7] Numerical Simulation of Wave Flow Over the Overtopping Breakwater for Energy Conversion (OBREC) Device
    Musa, M. Azlan
    Maliki, A. Yazid
    Ahmad, M. Fadhli
    Sani, W. Nik
    Yaakob, Omar
    Samo, K. B.
    [J]. 10TH INTERNATIONAL CONFERENCE ON MARINE TECHNOLOGY (MARTEC 2016), 2017, 194 : 166 - 173
  • [8] Numerical Simulation of Wave Overtopping of Breakwater Armored with Porous Layers and Water-Structure Impaction
    Huang, Zongliu
    Lin, Pengzhi
    [J]. VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT II, PTS 1-3, 2012, 226-228 : 1255 - 1259
  • [9] Numerical and experimental research for wave damping over a submerged porous breakwater
    Qiu, DH
    Wang, LS
    [J]. PROCEEDINGS OF THE SIXTH (1996) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL III, 1996, 1996, : 572 - 576
  • [10] Numerical Modelling of a Solitary Wave Propagating over a Submerged Rectangular Breakwater
    Paik, Joongcheol
    Shim, Jae-Seol
    [J]. JOURNAL OF COASTAL RESEARCH, 2018, : 1026 - 1030
12345