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波浪传播数值模型波向角计算 被引量:7

Numerical analysis of wave direction on the nonlinear parabolic mild slope equation
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摘要 波浪传播变形数值模型的抛物型近似在近海工程大范围水域的波浪推算中应用十分广泛,本文就抛物型缓坡方程(PMSE)数值计算中波浪方向的计算作了分析。首先从椭圆型缓坡方程(MSE)推导了波向角的计算方法;然后介绍大范围水域波浪折射绕射传播变形缓坡方程的抛物型近似法以及波向角的计算;最后,利用抛物型缓坡方程和椭圆型缓坡方程法分别对Berkhoff实验室地形条件下波浪场进行计算,比较两种方法计算得到的波向线图。比较结果显示抛物型缓坡方程法计算波向角结果与椭圆型缓坡方程法计算结果是一致的,抛物型近似法计算波向角是可行的。 Parabolic equation method for water wave is widely used to simulate the wave propagation from offshore to inshore. The purpose of this paper is to analyze the wave deflection angle which is caused by wave propagation. First, the computational equation of the wave direction from the elliptic mild slope equation is deduced. Second, the parabolic approximation model for solving the wave transformation process is introduced, and is used to solve the wave direction. Lastly, the comparison of the results between the parabolic model and the elliptic mild slope equation is carried out. It is shown that the deflection angles of the computational result in the two models have a good agreement. It can be concluded that the parabolic approximation of the wave propagation can calculate the wave direction.
出处 《水动力学研究与进展(A辑)》 CSCD 北大核心 2006年第1期139-144,共6页 Chinese Journal of Hydrodynamics
基金 交通部西部交通建设科技项目(200532874634)
关键词 抛物型近似 波浪折射绕射计算 波向角 parabolic equation wave refraction-diffraction analysis wave direction
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参考文献16

  • 1RADDER A C.On the parabolic equation method for water wave propagation[J].Journal of Fluid Mechanics,1979,95(1):159-176.
  • 2BERKHOFF J C W.Computation of combined refraction-diffraction[A].Proceedings of the 13th International Conference on Coastal Engineering[C].Vancouver,1972.745-747.
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二级参考文献7

  • 1杨春成,戴明瑞,高志华,程展,许富祥,刘煜,李凤金,李洁,苏东甫,张大错,徐启春.一种台风浪的数值预报方法[J].海洋学报,1996,18(1):1-12. 被引量:18
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  • 3Radder A C. On the parabolic equation method for water wave propagation[J]. J. Fluid Mech., 1979, 95: 159-176.
  • 4James T Kirby. Higher-order approximations in the parabolic equation method for water waves [J]. Journal of Geophysical Research, 1986, 91(C1): 933-952.
  • 5Philip L Liu, Polly L Boissevain. Wave propagation between two breakwaters [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1988, 114(2): 237-247.
  • 6Dalrymple R A. Wave diffraction due to areas of energy dissipation [J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 1984, 110(1): 67-79.
  • 7左其华,姚国权,丁炳灿.开敞水域波浪的传播——抛物线方程法[J].水运工程,1992(2):1-6. 被引量:8

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