船舶 ›› 2026, Vol. 37 ›› Issue (05): 31-45.DOI: 10.19423/j.cnki.31-1561/u.2026.049

• 船舶原理 • 上一篇    下一篇

移动粒子半隐式方法在数值波浪水池中的应用研究

刘珺玥1, 任地1,*, 付祥龙2, 韩翔希1, 蒙占彬1   

  1. 1.北部湾大学 机械与船舶海洋工程学院 钦州 535011;
    2.庆南大学 机械电子工程学院 昌原 51767
  • 收稿日期:2026-04-03 修回日期:2026-05-20 出版日期:2026-10-25 发布日期:2026-10-30
  • 通讯作者: 任 地(1986—),男,博士,教授/硕士生导师。研究方向:海洋结构物的结构性能。付祥龙(1999—),男,博士研究生。研究方向:海洋结构物的结构性能。韩翔希(1987—),男,博士,教授。研究方向:海洋结构物的结构性能。蒙占彬(1979—),男,博士,教授级高级工程师。研究方向:海洋结构物的结构性能。
  • 作者简介:刘珺玥(1999—),女,硕士研究生。研究方向:海洋结构物的结构性能。
  • 基金资助:
    广西省科技厅科技计划-科技基地和人才专项(桂科AD23026005)

Application of the Moving Particle Semi-Implicit Method in a Numerical Wave Tank

LIU Junyue1, REN Di1,*, FU Xianglong2, HAN Xiangxi1, MENG Zhanbin1   

  1. 1. College of Mechanical and Marine Engineering for Ships, Beibu Gulf University, Qinzhou 535011, China;
    2. College of Mechanical and Electronic Engineering, Kyungnam University, Changwon 51767, Republic of Korea
  • Received:2026-04-03 Revised:2026-05-20 Online:2026-10-25 Published:2026-10-30

摘要: 波浪与海洋结构物相互作用是海洋工程研究的核心问题之一。传统物理模型试验受制于成本和尺度效应,故发展高精度数值方法对揭示流固耦合机理至关重要。该研究基于移动粒子半隐式方法,结合图形处理器(graphics processing unit,GPU)并行加速技术,构建了三维数值波浪水池,实现了非线性规则波的精细化模拟。通过阻尼消波层参数测试,确定了最优阻尼参数,有效抑制了末端反射。数值结果表明,该水池可稳定生成预设波浪,收敛性良好。当无量纲波数小于2时,平均波高与理论值的偏差小于4%;超过该范围时,模型性能显著下降。进一步开展的浮体运动响应模拟显示,浮箱运动历时曲线与试验数据吻合良好,验证了模型在波浪-结构物耦合问题中的可行性。该研究为复杂波况下浮式结构物的运动预测提供了可靠的数值方法与理论参考。

关键词: 移动粒子半隐式方法, 数值波浪水池, 规则波生成, 浮体运动响应

Abstract: The interaction between waves and offshore structures is one of the central issues in marine engineering. Traditional physical model tests are limited by cost and scale effects; therefore, the development of high-precision numerical methods is crucial for elucidating the mechanisms of fluid-structure interaction. In this study, a three-dimensional numerical wave tank was constructed based on the moving particle semi-implicit (MPS) method, combined with graphics processing unit (GPU) parallel acceleration technology, enabling high-fidelity simulation of nonlinear regular waves. Through tests of damping and wave-attenuation layer parameters, the optimal damping coefficient was determined, effectively suppressing end reflections. Numerical results indicate that the tank can stably generate preset waves with good convergence; for dimensionless wave numbers less than 2, the deviation of the average wave height from the theoretical value is less than 4%, though model performance declines beyond this range. Further simulations of the floating structure's motion response showed that the time-history curves of the caisson's motion agreed well with experimental data, verifying the model's feasibility for wave-structure interaction problems. This study provides a reliable numerical method and theoretical reference for predicting the motion of floating structures under complex wave conditions.

Key words: moving particle semi-implicit method, numerical wave tank, generation of regular waves, floating body motion response

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