期刊文献+

浅水波浪数值模型SWAN的原理及应用综述 被引量:43

Mechanism and application of a third generation wave model SWAN for shallow water
下载PDF
导出
摘要 概述了模拟海岸、河口的浅水波浪数值模型研究现状、存在的问题以及用能量平衡方程预报海浪的发展历史。介绍了基于当代最新波浪理论研究成果的第三代浅水波浪数值模型SWAN模型,对模型的适用性、数值特性、功能及局限性进行了阐述。介绍动谱平衡方程数学模型、方程离散要求、边界条件的处理和源项(包括能量输入、损耗及波与波之间非线性相互作用)的处理方法,重点介绍三相波非线性相互作用。模拟海安湾有效波高、波周期场,并分析波与波之间非线性相互作用对波浪要素预报的影响,最后对SWAN模型的应用前景和研究趋势进行了展望。 Research status and existing problems of wave numerical models for shallow water at the coastal and estuarine zone are generalized, the developing history of forecasting waves with energy balance equation is also discussed. The third generation wave model Simulating WAves Nearshore (SWAN), based on the most advanced wave study achievements, is described in great detil here.In additiion, the applicability, numerical characteristic, functionality and limitation of the model are interpreted. The action balance equation, its discrete demand, the method dealing boundary condition, and source terms (the wind input, the energy dissipation and nonlinear wave-wave interactions) are detailed discussed, and special emphasis is put on the triad wave-wave interactions. The SWAN model is applied to simulate the significant wave height and average period at the Haian bay, and the influence of nonlinear wave-wave interaction term on the simulation results is analyzed. Finally, the application foreground and study tendency of the model is discussed, too.
出处 《水科学进展》 EI CAS CSCD 北大核心 2004年第4期538-542,共5页 Advances in Water Science
基金 国家自然科学基金资助项目(50279007)~~
关键词 浅水波 SWAN模型 动谱平衡方程 shallow-water wave SWAN model action balance equation mechanism
  • 相关文献

参考文献16

  • 1Berkoff J C W.Computation of Combined Refraction-Diffraction[A].Proc.Of the 13th Conference Coastal Eng[C].1972(1):471-490.
  • 2Nowgu O.An alternative form of Boussinesq equations for nearshore wave propagation[J].J of Waterway,port,Coastal and Ocean Engineering ,1993,119(6):618-638.
  • 3Ris R C,Holthuijsen L H,Booij N.A Spectral Model for Waves in the Near shore Zone[J].Coastal Engineering,1994,68-78.
  • 4WAMDI Group.The WAM Model-A third generation ocean wave prediction model[J].J Phys Oceanogr,1988,18(12):1 775-1 810.
  • 5Benoit M,Marcos F,Becq F.Development of a third generation shallow water wave model with unstructrued spacial meshing[M].Coastal Engineering,ASCE,1996.465-478.
  • 6青岛海洋大学.海浪数值预报研究报告.七*五国家重点科技攻关项目,75-76-01-01专题[R].,1995..
  • 7Booij N,Holthuijsen L H,Ris R C.The "SWAN" Wave Model For Shallow Water[J].Coastal Engineering,1996,1:668-676.
  • 8徐福敏,严以新,张长宽,宋志尧,茅丽华.Wave Numerical Model for Shallow Water[J].China Ocean Engineering,2000,15(2):193-202. 被引量:7
  • 9徐福敏,张长宽,茅丽华,宋志尧.一种浅水波浪数值模型的应用研究[J].水动力学研究与进展(A辑),2000,1(4):429-434. 被引量:35
  • 10Cavaleri L,P Malanotte-Rizzoli.Wind wave prediction in shallow water :Theory and Aplications[J].J Geophys Res,1981,86(C11):10 961-10 973.

二级参考文献13

  • 1[1]Battjes, J. A. and Stive, M. J. F., 1985. Calibration and Verification of a Dissipation Model for Random Breaking Waves, J. Geophys. Res., 90 (C5), 9159~9167.
  • 2[2]BENNOT, T. MARCOS, F. and BECQ, F., 1996. Coastal Engineering, 1,465~ 478.
  • 3[3]Booij, N., Holthuijsen, L. H. and Ris, R. C., 1996. The "SWAN" Wave Model For Shallow Water, Coastal Engineering, 1,668 ~ 672.
  • 4[4]Cavaleri, L. and P. Malanotte-Rizzoli, 1981. Wind Wave Prediction in Shallow Water: Theory and Applications, J.Geophys. Res., 86 (11), 10961~ 10973.
  • 5[5]Collins, J. I., 1972. Prediction of Shallow Water Spectra, J. Geophys. Res., 77 (15), 2693~ 2707.
  • 6[6]Hasselmann, S., Hasselmann, K., Allender, J. H. and Barnett, T. P., 1985. Computations and Parameterizations of the Linear Energy Transfer in a Gravity Wave Spectrum, J. Phys. Oceanogr., 15, 1378~ 1391.
  • 7[7]Komen, G. J., Hasselmann, S. and Hasselmann, K., 1984. On The Existence of a Fully Developed Wind Sea Spectrum,J. Phys. Oceanogr., 14, 1271~ 1285.
  • 8[8]Madsen, O. S., Poon, Y. K. and Graber, H. C., 1988. Spectral Wave Attenuation by Bottom Friction: Theory, Proc.21th Int. conf., Coastal Engineering, ASCE, 492~ 504.
  • 9[9]Nelson, R. C., 1987. Design Wave Heights on Very Mild Slopes: An Experimental Study, Civil. Eng. Trans., Inst.Eng., Aust., 29, 157~ 161.
  • 10[10]Ocean University of Qingdao, 1995. Research report of ocean wave numerical forecast, The Key Science and Technological Project during the 7th 5-year Plan Period in China, 75-76-01-01. (in Chinese)

共引文献39

同被引文献322

引证文献43

二级引证文献192

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