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A nearshore wave breaking model 被引量:1

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摘要 AnearshorewavebreakingmodelLiShaowu,WangShangyi,TomoyaShibayama(ReceiuedOctober8,1996;acceptedFebruary26,1997)Abstract-Awaveb...
出处 《Acta Oceanologica Sinica》 SCIE CAS CSCD 1998年第1期121-132,共12页 海洋学报(英文版)
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  • 1Longuet-Higgins M S. Recent progress in the study of longshore current[A]. Meyer R E. Waves on Beach [C]. New York: Academic Press, 1972. 203-248.
  • 2Karambas T V, Koutitas C. A breaking wave propagation model based on the Boussinesq equations[J]. Coastal Engineering, 1992, 18(1,2):1-19.
  • 3Sato S, Kabiling M. Numerical calculation of three-dimensional bed deformation on basis of Boussinesq equations [A]. JSCE. Proceedings of Conference on Coastal Engineering[C]. Tokyo: 1993. 386-390 (in Japanese).
  • 4Qin C, Kirby J T, Dalrymple R A, et al. Boussinesq modeling of waves and longshore currents under field conditions [A]. In:Proceedings of the 27th International Conference on Costal Engineering[C]. Sydney: 2000. 651-663.
  • 5Visser P J. Laboratory measurements of uniform longshore currents[J]. Coastal Engineering, 1991, 15(5,6):563-593.
  • 6Jonnson I G. Wave boundary layers and friction factors [A].In:Proceedings of the 6th International Conference on Costal Engineering [C]. Taipei: 1966. 127-148.

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