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On the propagation of nonlinear water waves in a three-dimensional numerical wave flume using the generalized finite difference method

机译:用广义有限差分法,在三维数值波水槽中的非线性水波的传播

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摘要

Nonlinear water waves are common physical phenomena in the field of coastal and ocean engineering, which plays a critical role in the investigation of hydrodynamics regarding offshore and deep-water structures. In the present study, a three-dimensional (3D) numerical wave flume (NWF) is constructed to simulate the propagation of nonlinear water waves. On the basis of potential flow theory, the second-order Runge-Kutta method (RKM2) combining with a semi-Lagrangian approach is carried out to discretize the temporal variable of the 3D Laplace's equation. For the spatial variables, the generalized finite difference method (GFDM) is adopted to solve the governing equations for the deformable computational domain at each time step. The upstream condition is considered as a wave-making boundary with imposing horizontal velocity while the downstream condition as a wave-absorbing boundary with a pre-defined sponge layer to deal with the phenomenon of wave reflection. Three numerical examples are investigated and discussed in detail to validate the accuracy and stability of the developed 3D GFDM-based NWF. The results show that the newly-proposed numerical method has good performance in the prediction of the dynamic evolution of nonlinear water waves, and suggests that the novel 3D "RKM2-GFDM" meshless scheme can be employed to further investigate more complicated hydrodynamic problems in practical applications.
机译:非线性水波是沿海和海洋工程领域的常见物理现象,在对海上和深水结构的流体动力学调查中起着关键作用。在本研究中,构造了三维(3D)数值波(NWF)以模拟非线性水波的传播。在潜在的流动理论的基础上,执行与半拉格朗日方法的二阶跑步 - 库特拉方法(RKM2)进行组合,以便离散3D拉普拉斯方程的时间变量。对于空间变量,采用广义有限差分方法(GFDM)在每次步骤中解决可变形计算域的控制方程。上游条件被认为是具有施加水平速度的波动边界,而下游条件作为具有预定义海绵层的波浪吸收边界,以处理波反射的现象。研究了三个数值示例并详细讨论,以验证已开发的3D GFDM的NWF的准确性和稳定性。结果表明,新建的数值方法在预测非线性水波的动态演化中具有良好的性能,并提出了新的3D“RKM2-GFDM”无网格方案,以进一步研究实际中的更复杂的流体动力问题应用程序。

著录项

  • 来源
    《Engineering analysis with boundary elements》 |2020年第10期|225-234|共10页
  • 作者单位

    College of Ocean Engineering Guangdong Ocean University Zhanjiang 524088 PR China Department of Systems Engineering and Naval Architecture National Taiwan Ocean University Keelung 20224 Taiwan;

    Department of Harbor and River Engineering and Computation and Simulation Center National Taiwan Ocean University Keelung 20224 Taiwan;

    Department of Harbor and River Engineering and Computation and Simulation Center National Taiwan Ocean University Keelung 20224 Taiwan;

    Department of Systems Engineering and Naval Architecture National Taiwan Ocean University Keelung 20224 Taiwan;

    School of Marine Engineering and Technology Sun Yat-sen University Zhuhai 519082 PR China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Nonlinear water waves; Numerical wave flume; Meshless method; Generalized finite difference method; Runge-Kutta method; Semi-Lagrangian approach;

    机译:非线性水波;数值波动;无丝毫的方法;广义有限差分法;Runge-Kutta方法;半拉格朗日方法;
  • 入库时间 2022-08-18 21:12:09

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