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首页> 外文期刊>Oceanographic Literature Review >Numerical modelling of the wave interaction with revetment breakwater built on reclaimed coral reef islands in the South China Sea-Experimental verification
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Numerical modelling of the wave interaction with revetment breakwater built on reclaimed coral reef islands in the South China Sea-Experimental verification

机译:在南海 - 实验验证中回收珊瑚礁岛上破解防波堤的波浪互动的数值模型

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摘要

The South China Sea (SCS) is an important channel, which plays a significant role in global economic trade and in the maintenance of world energy security. A series of artificial lands have been successfully built on the top of natural coral reefs in the SCS by the way of reclamation in recent years. In order to prevent those artificial lands from wave scouring and impacting, a great number of revetments and breakwaters have been constructed along the margin of these artificial lands. The revetment breakwaters have great significance and practical value to ensure the stability of these reclaimed lands, and to guarantee their normal long-term service performance. In this study, taking the reclamation project in the SCS as the engineering background, a computation model for the interaction between ocean waves, revetment breakwater and its calcareous coral sand foundation is established by taking the CFD solver OlaFlow as the computation platform which was developed based on the open source library OpenFOAM. Then this established computation model is verified by some laboratory testing data of wave profile and wave impact which have been measured in several wave flume physical model tests. The comparison between the testing data and the computational results indicates that the computation model established adopting OlaFlow can reliably simulate the wave generation, propagation, the dissipation of wave energy as well as the complicated interaction between ocean wave, the revetment breakwater and its calcareous coral sand foundation. This verification work will be a solid basis for the subsequent investigation of the interaction between severe ocean waves and the revetment breakwaters in large-scale, as well as the quantitative evaluation of the stability of the revetment breakwater build on reclaimed coral sand foundation in the SCS.
机译:南海(SCS)是一个重要的渠道,在全球经济贸易和维持世界能源安全方面发挥着重要作用。近年来,一系列人工土地已成功地建造在SCS的天然珊瑚礁顶部。为了防止波浪冲刷和影响的人工陆地,沿着这些人造土地的边缘构建了大量的修道和障碍。护垫防波堤具有重要意义和实用的价值,以确保这些再生土地的稳定,并保证其正常的长期服务绩效。在本研究中,通过将CFD Solver Olaflow作为基于计算平台的计算平台,建立了在SCS中的填海工程作为工程背景中的开垦项目,为海浪,护岸防波堤和钙质珊瑚砂基础的相互作用计算模型在开源库OpenFoam上。然后,该建立的计算模型由一些实验室测试数据进行验证,这些实验室测试数据和波撞击的波浪冲击,这些数据已经在几个波浪水槽物理模型测试中测量。测试数据与计算结果之间的比较表明,建立采用OlaFlow的计算模型可以可靠地模拟波浪产生,传播,波能的耗散以及海浪之间的复杂相互作用,破解防波堤及其钙质珊瑚砂基础。这种核查工作将是随后调查严重海浪与大规模护岸障碍之间的相互作用的坚实基础,以及对SCS再生珊瑚砂基础的护肩防波堤稳定性的定量评估。

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  • 来源
    《Oceanographic Literature Review》 |2021年第9期|2083-2084|共2页
  • 作者

    J. Ye; J. Shan; H. Zhou; N. Yan;

  • 作者单位

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences. Wuhan 430071 China;

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences. Wuhan 430071 China;

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences. Wuhan 430071 China;

    State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences. Wuhan 430071 China;

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