行经非平坦底面浅水孤立波演化的数值模拟
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摘要: 本文研究浅水孤立波行经非平坦底面的演化问题.将变底问题的Boussinesq方程进行改写后,直接应用三次样条理论离散,建立了一种简单且稳定的差分格式,对感兴趣的问题进行了多种数值模拟,对孤立波爬越过斜台阶后的分裂现象的数值结果与文献〔1—3〕的结果十分吻合,说明本文方法的可靠性.除此之外,本文对孤立波越过楔形以及孤立波形凸突底面的情况进行了多种参数的计算,显示出主波后逐渐衰弱的二次波列现象.
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Madsen, O, S, and C. C. Mei, The Transformation of a solitary wave over an uneven bottom, J, Fluid Mech.,39 (1969), 781-791. Hauguel, A.,A numerical model of storm waves in shallow water, Proc, 17th Conf. on Coastal Eng 1980, 746-762. Schaper, H A numerical solution of Bossinesq type wave equations, Proc. 19th Conf. on Coastal Eng 1984, 1057-1072. Kevorkian, J, and J. Yu, Passage through the critical Froude number for shallow water waves over a variable bottom, 7, Fluid Mech., 204 (1989), 31-56. Mei, C.C., The Applied Dynamics of Ocean Surfaee Brave, Wiley, NeW York, 1983. Li Baoyuan and Lu Yulin, A numerical model for nonlinear wave diffraction around Large offshore structure, Int. J, for Numerical Method in Fluids, 7(1987), 1343-1355 林建国、吕玉麟,浅水孤立波绕射的数值模拟,第五届全国计算流体力瑞缪;术会议论文集.1990, 1-7. -
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