极限波浪运动特性的非线性数值模拟

宁德志; 滕斌; 姜立明; 臧军

极限波浪运动特性的非线性数值模拟

1.
大连理工大学海岸和近海工程国家重点实验室, 辽宁大连 116023
2.
大连港口设计研究院有限公司, 辽宁大连 116001
3.
巴斯大学建筑和土木工程系, 巴斯 BA26AY

基金项目: 国家自然科学基金资助项目(50709005;50639030);国家高技术研究发展计划C"863"计划)资助项目(2006AA09A109-3);大连理工大学青年教师基金资助项目

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出版历程
- 收稿日期: 2008-01-24
- 修回日期: 2008-03-31

Nonlinear numerical simulation on the extreme-wave kinematics

1.
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China
2.
Dalian Port Design & Research Institute Co. Ltd, Dalian 116001, China
3.
Department of Architecture & Civil Engineering, University of Bath, Bath, BA2 6AY, UK

摘要

摘要: 利用时域高阶边界元方法建立了模拟极限波浪运动的完全非线性数值模型,其中自由水面满足完全非线性自由水面条件.采用半混合欧拉-拉格朗日方法追踪流体瞬时水面,运用四阶Runge-Kutta方法更新下一时间步的波面和速度势,同时应用镜像格林函数消除水槽两个侧面和底面上的积分.研究中利用波浪聚焦的方法产生极限波浪,并且在水槽中开展了物理模型实验,将测点试验数据与数值结果进行了对比,两者吻合得很好.对极限波浪运动的非线性和流域内速度分布进行了研究.
- 数值波浪水槽 /
- 镜像格林函数 /
- 高阶边界元 /
- 完全非线性 /
- 极限波浪
Abstract: A fully-nonlinear numerical model based on the time-domain higher-order boundary element method(HOBEM) is established to simulate the kinematics of extreme waves.In the model,the fullynonlinear free surface boundary conditions are satisfied and the semimixed Euler-Lagrange method is used to track free surface;the fourth-order Runge-Kutt a method is used to refresh the wave elevation and the velocity potential on the free surface at each time step;the image Green function is used so that the integration on the lateral surfaces and bottom are excluded.The extreme waves are generated by the method of wave focusing.The physical experiment sare carried out in a wave flume.On the horizotal velocity of the gauge,the numerical solutions are agreed well with experimental results.The charact eristics of the nonlinear extreme-wave kinematics and the velocity distribution are studied here.
- numerical wave tank /
- image Green function /
- higher-order boundary element method /
- full nonlinearity /
- extreme wave

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参考文献(12)

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