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Applications of A Numerical Model to Wave Propagation on Mild Slopes 被引量：3

Applications of A Numerical Model to Wave Propagation on Mild Slopes
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摘要 Based on the mild slope equation that has heen deeomposed inlo three equations related to wave phase function, wave amplitude and wave approach angle, a refraction-diffraction model is developed. The finite difference method has been selected as the solution method. The model results are compared with experimental results and the model is applied to coastal waters of the Fethiye Bay, whieh is located at the Mediterranean Sea of Turkey. Based on the mild slope equation that has heen deeomposed inlo three equations related to wave phase function, wave amplitude and wave approach angle, a refraction-diffraction model is developed. The finite difference method has been selected as the solution method. The model results are compared with experimental results and the model is applied to coastal waters of the Fethiye Bay, whieh is located at the Mediterranean Sea of Turkey.
作者 Asu INAN Lale BALAS
机构地区 Civil Engineering Department
出处 《China Ocean Engineering》 SCIE EI 2002年第4期569-576,共8页 中国海洋工程（英文版）
关键词 numerical model wave propagation mild slope refraction-difjraction numerical model wave propagation mild slope refraction-difjraction
分类号 P731.2 [天文地球—海洋科学]
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参考文献16

  • 1[1]Balas, L., and Inan, A., 200la. Numerical Modelling of Refraction and Diffraction, in: Coastal Engineering V, Computer Modelling of Seas and Coastal Regions, pp. 185 ～ 194, WIT Press.
  • 2[2]Balas, L., and Inan, A., 2001b. Numerical Modelling of Mild Slope Equations, Fifth International Conference on the Mediterranean Coastal Environment, MEDCOAST Ol , Tunusia, 1223～ 1234.
  • 3[3]Berkhoff, J. C. W., 1972. Computation of combined refraction-diffraction, Proceedings of l3th International Conference on Coastal Engineering, ASCE, 1,472～490
  • 4[4]Berkhoff, J. C.W., Booy, N. and Radder, A.C., 1982. Verification of numerical wave propagation models for simple harmonic linear water waves, Coastal Engineering, 6, 255 ～ 279.
  • 5[5]Booij, N., 1983. A note on the accuracy of the mild slope equation, Coastal Engineering, 7, 191 ～ 203.
  • 6[6]Chamberlain, P.G. and Porter, D., 1995. The Modified Mild-Slope Equation, Journal of Fluid Mechanics, 291, 393～407.
  • 7[7]Ebersole, B. A., 1985. Refraction-Diffraction Model For Linear Water Waves, Journal of Waterway, Port, Coastal and Ocean Engineering, 111, 939 ～ 953.
  • 8[8]Kirby, J.T. and Dalrymple, R.A., 1983. A parabolic equation for the combined refraction-diffraction of Stokes waves by mildly varying topography, Journal of Fluid Mechanics, 136, 453 ～ 456.
  • 9[9]Kirby, J.T. and Dalrymple, R.A.. 1984. Verification of a parabolic equation for propagation of weakly-nonlinear waves, Coastal Engineering, 8, 219 ～ 232.
  • 10[10]Li, B., Anastasiou, 1992. Efficient elliptic solvers for the mild-slope equation using the multigrid technique, Coastal Engineering, 16, 245 ～ 266.

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二级引证文献7

China Ocean Engineering
2002年 第4期

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