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Peregrine呼吸子解畸形波在水底障碍物作用下演化数值研究

Numerical study on the evolution of freak waves based on Peregrine breathers with bottom obstacles
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摘要 畸形波是一种持续时间短,波高极大,能量高度集中的波浪,能给海洋工程结构物带来严重的危害。该文选取三阶薛定谔方程(NLS)的Peregrine呼吸子解,作为畸形波非线性模型,研究其在穿过水底障碍物时的演化规律。建立求解N-S方程的二维数值波浪水槽,分析不同计算参数对生成畸形波的影响,并与理论解对比,验证数值波浪水槽的有效性。在水底布置不同尺寸的方形障碍,模拟不同畸形波穿越水底障碍时的演化过程,采用小波变换(CWT)分析畸形波时频能量特征,模拟结果表明畸形波在遭遇水底障碍物时,其非线性、能量分布等参数的变化皆会受其影响。 Freak waves are waves with short life, great crests and highly focusing energy, which can bring serious harm toocean engineering structures. In this paper, Peregrine breather of the third-order nonlinear Schr?dinger equation is chosen as thenonlinear model of freak waves, to study the evolution of freak waves while going through obstacles under water. A 2 Dnumerical wave tank solving N-S equations is established to simulate the evolution of freak waves with flat bottoms, and theinfluence of various calculation parameters is analyzed. The numerical solutions are compared with the theoretical solutions toverify the validity of the numerical wave tank. Square obstacles of different sizes are arranged at the bottom to simulate the evolution of freak waves. Furthermore, analysis of the time-frequency energy spectrum of freak waves is performed with wavelet transformation, and the impact of bottom obstacles on the evolution of freak waves is investigated. The simulation results show that nonlinearity and energy distribution of freak waves will be affected by bottom obstacles.
作者 罗春莲 扈喆 陈武 LUO Chun-lian;HU Zhe;CHEN Wu(School of Marine Engineering,Ji Mei University,Xiamen 361000,Fujian,China)
出处 《水动力学研究与进展(A辑)》 CSCD 北大核心 2019年第1期53-62,共10页 Chinese Journal of Hydrodynamics
基金 国家自然科学基金(51609101) 福建省自然科学基金(2017J01701)~~
关键词 畸形波 Peregrine呼吸子解 数值波浪水槽 小波变换 水底障碍物 freak wave Peregrine breather numerical wave tank wavelet transform bottom obstacle
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  • 1邹志利,邱大洪,王永学.VOF方法模拟波浪槽中二维非线性波[J].水动力学研究与进展(A辑),1996,11(1):93-103. 被引量:30
  • 2沈永明,唐军,郑永红,邱大洪.基于抛物型缓坡方程模拟近岸波流场[J].水利学报,2006,37(3):301-307. 被引量:13
  • 3王大国,冮冮冮,洪林.波浪对船剖面作用的时域计算模型[J].辽宁工程技术大学学报(自然科学版),2006,25(5):692-695. 被引量:3
  • 4Dean R.G., DALRYMPLE R.A. Water wave mechanics for Engineers and Scientists [M]. Singapore: World Scientific, 1991.
  • 5DONG C-M, HUANG C-J. Generation and propagation of water waves in a two-dimensional numerical viscous wave flume [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2004, 130(3): 143-153.
  • 6富永政英.海洋波动[M].北京:科学出版社,1984.417-422.
  • 7Draper L. 'Freak' waves[J]. Marine Observer, 1965, 35: 193- 195.
  • 8Osborne, Mred R. The nonlinear dynamics of rogue waves and holes in deep - water gravity wave tmins[J]. Physics Letters, 2000, A:219 - 234.
  • 9Mori, Nobuhit. Statistical properties of freak waves observed in the sea of Japan[ A]. Proc. of the International Offshore and Polar Engineering Conference 3[C]. 2000, 109- 115.
  • 10Kriebel, David L. Simulation of extreme waves in a background random sea[A]. Proc. of the International Offshore and Polar Engineering Conference 3[C]. 2000, 31 - 37.

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