期刊文献+

Explicit Solution to the Wave Dispersion Equation with Higher Accuracy

Explicit Solution to the Wave Dispersion Equation with Higher Accuracy
下载PDF
导出
摘要 Based on the previous study results, two higher accuracy explicit solutions to the dispersion equation for wave length are presented in this paper. These two solutions have an accuracy of 0. 1% over all wave lengths, which is sufficiently complete for practical application. At the same time, several previous explicit solutions also have been reviewed and compared herein. In comparison with accuracy, the results show that the present two solutions are as good as Wu and Thornton's solution (which has a good accuracy over all wave lengths, but its calculation formula is so complex that it is hard to be used with a hand calculator), and are better than the other solutions, they may be rather useful in practical calculation with a hand calculator or computer. Based on the previous study results, two higher accuracy explicit solutions to the dispersion equation for wave length are presented in this paper. These two solutions have an accuracy of 0. 1% over all wave lengths, which is sufficiently complete for practical application. At the same time, several previous explicit solutions also have been reviewed and compared herein. In comparison with accuracy, the results show that the present two solutions are as good as Wu and Thornton's solution (which has a good accuracy over all wave lengths, but its calculation formula is so complex that it is hard to be used with a hand calculator), and are better than the other solutions, they may be rather useful in practical calculation with a hand calculator or computer.
作者 宋志尧 张伟
出处 《China Ocean Engineering》 SCIE EI 2008年第2期341-346,共6页 中国海洋工程(英文版)
基金 This study was financially supported by the Doctor Degree ProgramFoundation of the Ministry of Education of China(Grant No.20050294009)
关键词 linear wave theory dispersion relationship relative error wave number modified function linear wave theory dispersion relationship relative error wave number modified function
  • 相关文献

参考文献11

  • 1[1]Ebers ole,B.A.and Dalrymple,R.A.,1979.A numerical model for nearshore circulation including convective accelerations and lateral mixing,Technical Report No.4,University of Delaware,Newark,Delaware.
  • 2[2]Eckart,C.,1952.The propagation of gravity waves from deep to shallow water,Natl.Bur.Standards,Circular 521,Washington,D.C.,165~173.
  • 3[3]Fenton,J.D.and Mckee,W.D.,1990.On calculating the lengths of water waves,Coast.Eng.,14(6):499~513.
  • 4[4]Guo,J.,2002.Simple and explicit solution of wave dispersion equation,Coast.Eng.,45(2):71~74.
  • 5[5]Hunt,J.N.,1979.Direct solution of wave dispersion equation,J.Waterw.Port Coast.Ocean Eng.,ASCE,111,216~234.
  • 6[6]Nielsen,P.,1982.Explicit formulae for practical wave calculations,Coast.Eng.,6(4):389~398.
  • 7[7]Nielsen,P.,1984.Explicit solutions to practical wave problems,Proc.19th Int.Conf.Coastal Engineering,968~982.
  • 8[8]Song,Z.Y.,Zhang,W.S.,Kong,J.and Xing,Y.,2004.Optimum approach to determine the coefficients in sediment-carrying capability,Proceedings of the 19th International Symposium on River Sedimentation,1462~1466.
  • 9[9]Song,Z.Y.,Yan,Y.X.,Hao,J.L.,Kong,J.and Zhang,H.G.,2006.Study on the log-linear velocity profile of near-bed tidal current in estuarine and coastal waters,China Ocean Eng.,20(4):557~572.
  • 10[10]Wu,C.S.and Thornton,E.B.,1986.Wave numbers of linear progressive waves,J.Waterw.Port Coast.Ocean Eng.,ASCE,112,536~540.

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