期刊文献+

波浪的非线性频散关系 被引量:4

Nonlinear dispersion relations of wave
在线阅读 下载PDF
导出
摘要 在概括和总结现有非线性频散关系的基础上,给出了非线性频散关系的通式形式及其显式表达式。通过与原频散关系的比较可知显式形式具有很高的精度,与隐式形式吻合很好。利用频散关系的显式形式,结合含非线性项的缓坡方程,得到考虑非线性弥散影响的波浪变形模型。模型中对采用非线性频散关系和修正的非线性频散关系的计算结果进行了比较。结果表明,用新的频散关系的显式表达式得到的模型更加精确、合理。 Based on the summarization and comparison of present nonlinear dispersion relations of wave, the general expression of the nonlinear dispersion relations and its explicit form are presented in this paper. The result of comparison shows that the explicit form has a considerably high precision and is good agreement with the implicit form. By use of the explicit form of nonlinear dispersion relation along with the mild slope equation taking into account weak nonlinear term, a mathematical model of wave transformation considering the effect of the nonlinearity is obtained. Comparison of the modified nonlinear relations is made in the model, and the computed results show that it is more accurate to use the latest nonlinear relation.
出处 《水科学进展》 EI CAS CSCD 北大核心 2004年第4期448-453,共6页 Advances in Water Science
基金 国家自然科学基金重点资助项目(50339010) 教育部科学技术研究重点资助项目(03095) 河海大学科技创新基金资助项目(2001410543)~~
关键词 波浪 非线性频散关系 显式表达式 缓坡方程 通式表达式 wave nonlinear dispersion relation explicit expression mild slope equation general expression
  • 相关文献

参考文献10

  • 1李瑞杰,Dong-Young Lee,诸裕良.非线性弥散效应及其对波浪变形的影响[J].海洋工程,2001,19(4):46-51. 被引量:9
  • 2李瑞杰.考虑相速弥散影响的单频波变形数学模型[J].水利学报,2000,31(3):65-68. 被引量:3
  • 3Kirby J T,Dalrymple R A.An approximate model for nonlinear dispersion in monochromatic wave propagation models[J].Coastal Eng,1986(9): 545-561.
  • 4Hedges T S.An empirical modification to linear wave theory[A].Proc Inst Civ Eng,1976(61):575-579.
  • 5Hedges T S.An approximate model for nonlinear dispersion in monochromatic wave propagation models by Kirby J T and Dalrymple R A Discussion[J].Coastal Eng,1987(11):87-88.
  • 6Li Ruijie,Yan Yixin,Cao Hongsheng.Nonlinear dispersion relation in wave transformation[J].China Ocean Engineering,2003(17): 117-122.
  • 7Berkhoff J C W,Booij N,Radder A C.Verification of numerical wave propagation models for simple harmonic linear water waves[J].Coastal Eng,1982(5): 255-279.
  • 8Kirby J T,Dalrymple R A.An approximate model for nonlinear dispersion in monochramatic wave propagation models by Kirby J T and Dalrymple R A Replay[J].Coastal Eng,1987(11):89-92.
  • 9Dingemans M W.Water wave propagation over uneven bottoms[M].World Scientific,Singapore,1997.
  • 10Kirby J T.Rational approximations in the parabolic equation method for water waves[J].Coastal Engineering,1986b(10):355-378.

二级参考文献8

共引文献10

同被引文献44

  • 1蒋姝华,黄伟祥,朱三华.经典R-K法在扩散方程数值求解中的尝试[J].广东水利电力职业技术学院学报,2003(1):45-46. 被引量:1
  • 2李瑞杰,陶建福.Analysis of Wave Nonlinear Dispersion Relations[J].China Ocean Engineering,2005,19(1):167-174. 被引量:4
  • 3陈汉宝,刘海源.航道对多方向波传播影响[J].海洋工程,2005,23(4):27-32. 被引量:3
  • 4BERKHOFF J C W. Computation of combined refraction-diffraction[ C]//Proc 13th International Coastal Engineering Conference. Vancouver: ASCE, 1972,1 : 741 - 790.
  • 5BELLOTFI G, GIAN M B, PAOLO D G. Internal generation of waves in 2D fully elliptic mild-slope equation FEM models[J]. Coastal Engineering, 2003, 49(1 - 2) :71 - 81.
  • 6KHELLAF M C, BOUHADEF M. Modified mild slope equation and open boundary conditions [ J]. Ocean Engineering, 2004,31 (13) : 1713 - 1723.
  • 7PANCHANG V G, PEARCE B R, GE W, et al. Solution to the mild-slope wave problem by iteration [J]. Applied Ocean Research, 1991,13 (4) : 187 - 199.
  • 8LIB. A generalized conjugate gradient model for the mild slope equation [J]. Coastal Engineering, 1994, 23(3 - 4) : 215 - 225.
  • 9PANCHANG V G, DEMIRBILEK Z. Simulation of waves in harbors using two-dimensional elliptic equation models[J]. Advances in Coastal and Ocean Engg, 2001, 7:125- 162.
  • 10DALRYMPLE R A, KIRBY J T, HWANG P A. Wave diffraction due to areas of high energy dissipation[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1984, 110(1): 67- 79.

引证文献4

二级引证文献12

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部