Modification of Velocity Formulations in a Two-Layer Boussinesq-Type Model for Water Waves

被引:0
|
作者
Liu Z. [1 ]
Han Q. [1 ]
Ren S. [1 ]
Wang Y. [1 ]
Fang K. [2 ]
机构
[1] College of Transportation Engineering, Dalian Maritime University, Liaoning, Dalian
[2] State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Liaoning, Dalian
关键词
analytical solution; Boussinesq-type equation; numerical simulation; velocity formulation;
D O I
10.16183/j.cnki.jsjtu.2021.337
中图分类号
学科分类号
摘要
In order to improve the accuracy of velocity formulation in a Boussinesq-type wave model, with a two-layer Boussinesq-type model with the highest spatial derivative of 2 being chosen as the research object, a third-order term with constant coefficient is proposed to modify the velocity formulation. The coefficient is optimized by minimizing the error between the summation of the integration of horizontal and vertical velocities of the equation and that of the analytical linear Stokes wave velocity components in the range of 0<kh< 8 (where k is wave number, h is still water depth) . At a 1% tolerance error, the applicable water depths of the modified formulations for horizontal and vertical velocities arc up to kh; 7. 34 and kh; 7. 83, respectively, which arc larger than those of the original formulations. The evolution of the steady-state wave and the focused wave is numerically simulated by using the numerical model. The horizontal velocity under the maximum surface elevation crest is in good agreements with the analytical solution of stream function and published experimental data, which verifies the effectiveness of the modified formulations. The studies show that the velocity accuracy of the improved equation is greatly improved. This method provides an important reference for the improvement of velocity field of other Boussinesq-type models. © 2023 Shanghai Jiao Tong University. All rights reserved.
引用
收藏
页码:177 / 182
页数:5
相关论文
共 12 条
  • [1] LIU Z B, FANG K Z., A new two-layer Boussinesq model for coastal waves from deep to shallow water: Derivation and analysis, Wave Motion, 67, pp. 1-14, (2016)
  • [2] LIU Z B, FANG K Z, CHENG Y Z., A new multilayer irrotational Boussinesq-type model for highly nonlinear and dispersive surface waves over a mildly sloping seabed, Journal of Fluid Mechanics, 842, pp. 323-353, (2018)
  • [3] KIRBY J T., Boussinesq models and their application to coastal processes across a wide range of scales, Journal of Waterway, Port, Coastal, and Ocean Engineering, 142, 6, (2016)
  • [4] ZHANG Yao, XIE Xin, TAO Aifeng, Et al., Review of Boussinesq phase-resolving coastal hydrodynamic model, Marine Science Bulletin, 37, 5, pp. 481-493, (2018)
  • [5] SUN Jiawen, FANG Kezhao, LIU Zhongbo, Et al., A review on the theory and application of Boussinesq-type equations for water waves, Acta Oceanologica Sinica, 42, 5, pp. 1-11, (2020)
  • [6] MADSEN P A, FUHRMAN D R., Trough instabilities in Boussinesq formulations for water waves, Journal of Fluid Mechanics, 889, (2020)
  • [7] LIU Z B, FANG K Z, SUN J W., A multi-layer Boussinesq-type model with second-order spatial derivatives: Theoretical analysis and numerical implementation, Ocean Engineering, 191, (2019)
  • [8] LIN Pengcheng, LIU Zhongbo, LIU Yong, Simulation of vertical distribution of wave velocity field based on Boussinesq numerical model, Transactions of Oceanology and Limnology, 43, 4, pp. 7-15, (2021)
  • [9] LIU Bijin, ZHANG Zhenwei, LIU Zhongbo, Et al., Simulating the evolution of a focused wave group by a Boussinesq-type model [J], Haiyang Xuebao, 43, 3, pp. 31-39, (2021)
  • [10] SUN J W, LIU Z B, WANG X G, Et al., Effect of the coefficient on the performance of a two-layer boussinesq-type model, China Ocean Engineering, 35, 1, pp. 36-47, (2021)