首页|礁坪上单桩在孤立波作用下的受力状况研究

礁坪上单桩在孤立波作用下的受力状况研究

Study on the stress condition of a monopile mounted on reef flat under solitary wave action

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文中介绍了孤立波冲击礁坪上单桩的三维水槽试验和OpenFOAM数值模拟研究.礁体模型坡度为1∶4,直径0.15 m的单桩布置在礁坪上.试验以水深的30%作为入射孤立波的波高,对沿程波面、特定位置处流速以及单桩上波浪冲击荷载进行了采集.选用realizable k-ε湍流模型进行RANS数值模拟,并与物理试验数据进行验证分析.基于试验数据和RANS模拟结果,研究了岛礁地形上孤立波传播的水动力特性及其对礁坪上单桩的作用力,并探讨了不同坡度和入射波高下孤立波对单桩作用力的影响.研究成果对于桩基础选址和防护有一定工程指导意义.
The 3D wave flume experiments and OpenFOAM numerical simulation study of a monopile mounted on reef flat impacted by solitary wave were presented in this paper.The reef model has a 1∶4 slope and the monopile with a diameter of 0.15 m is mounted on the reef flat.In the experiments,the incident solitary wave height is determined to be 30%of the water depth.The surface elevation along the fringing reef,velocity at a particular place and the wave impact load on the monopile are recorded.The RANS numerical simulation is carried out by using the realizable k-ε turbulence model,and it was verified with physical experimental data.Based on the experimental data and RANS simulation results,the hydrodynamic characteristics of solitary wave propagation on the reef flat and the solitary wave impacts on the monopile mounted on reef flat are studied,and the influence of the solitary wave impact on the monopile under various slopes and incident wave heights is discussed.The research results have certain engineering guidance significance for the site selection and protection of pile foundations.

solitary wavereefsmonopileOpenFOAMpressure

丁广佳、吕迎雪、黄明汉、肖理、房克照

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中交天津港湾工程研究院有限公司,天津 300222

中交集团海岸工程水动力重点实验室,天津 300222

中交第一航务工程局有限公司,天津 300461

大连理工大学海岸和近海工程国家重点实验室,DUT-UWA海洋工程联合研究中心,辽宁 大连 116024

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孤立波 岛礁 单桩 OpenFOAM 压力

中交集团科技研发项目

2022-ZJKJ-PTJS02

2024

中国港湾建设
中国交通建设股份有限公司

中国港湾建设

CSTPCD
影响因子:0.447
ISSN:1003-3688
年,卷(期):2024.44(10)