期刊文献+

河口海岸水动力非静压数学模型研究述评 被引量:5

Review of non-hydrostatic numerical models for estuarial and coastal hydrodynamics
下载PDF
导出
摘要 在回顾非静压模型发展历程的基础上,概述了其基本方程、常用的数值计算及网格设置方法。针对非静压模型计算效率低的问题,综述了现有3类提高计算效率方法的优缺点。分析了非静压模型与静压模型在控制方程和数值方法方面的差异,归纳了非静压模型在近岸波浪传播变形以及河口斜压问题的应用情况。已有研究表明,非静压模型在近岸波浪传播变形、波浪与建筑物相互作用以及河口盐淡水混合的模拟研究中具有优势。但在计算效率、边界条件、浅水非线性、波浪破碎和实际应用等方面还存在需要解决的问题,针对这些问题提出了今后的研究方向。 The governing equations, discretization method, and grid configuration of non-hydrostatic models are summarized based on review of the development of non-hydrostatic models. As the main limitation of non- hydrostatic models is the low computational efficiency, three kinds of approaches to improving the models' efficiency are analyzed. Moreover, the main differences in the governing equations and numerical method between the non-hy- drostatic and hydrostatic models are examined. The applications of non-hydrostatic models in coastal wave transformation and estuarine baroclinic problem are shown. The performances of non-hydrostatic models in these cases show that the models have advantages in simulating wave transformation, wave-structure interactions, and fresh water-salt water mixing in estuarial areas. Nevertheless, there are still many problems in the computational ef- ficiency, boundary conditions, sallow-water nonlinearity, wave breaking, and practical applications of non- hydrostatic models. Finally, based on these problems, future directions for non-hydrostatic models are presented.
出处 《河海大学学报(自然科学版)》 CAS CSCD 北大核心 2017年第2期167-174,共8页 Journal of Hohai University(Natural Sciences)
基金 国家杰出青年科学基金(51425901) 国家自然科学基金(51339005) 国家重点研发计划(2016YFC1402800)
关键词 非静压模型 波浪模拟 密度流 河口海岸水动力 综述 non-hydrostatic models wave simulation density flow estuarial and coastal hydrodynamics review
  • 相关文献

参考文献4

二级参考文献75

  • 1韩乃斌,蒋星科.长江口南北支二维氯度数学模型[J].海洋工程,1996,14(1):48-55. 被引量:5
  • 2李绍武,李春颖,谷汉斌,时钟.一种改进的近岸波浪破碎数值模型[J].水科学进展,2005,16(1):36-41. 被引量:13
  • 3陈国平,周益人,琚烈红.海堤护面型式对波浪爬高和越浪的影响[J].水运工程,2005(10):28-30. 被引量:19
  • 4张九山,吴卫,王本龙,刘桦,卢永金.带异形块体海堤越浪的数值模拟[J].水动力学研究与进展(A辑),2006,21(5):572-578. 被引量:20
  • 5TOZER N P, DURAND N. Improved coastal wave modelling using coupled spectral wave transformation and wave dis- turbance models [ C]//Proceedings of 28th International Conference on Coastal Engineering. Wales, UK, 2002 : 448- 458.
  • 6OKI K, SAKAI T. Coupling of phase-averaging model and phase-resolving model by using double connection bounda- ries[ C ]//Proceedings of 31st International Conference on Coastal Engineering. Hamburg, Germany, 2008: 302-313.
  • 7CHEN W, DEMIRBILEK Z, LIN L. Coupling phase-resol- ving nearshore wave model with phase-averaged spectral wave models in coastal applications [ C ]//Proceedings of 11st International Conference on Estuarine and Coastal Mod- eling. Seattle, Washington, USA,2009: 582-600.
  • 8MCCUBE M. Coupled wave action and shallow-water model- ling for random wave runup on a slop [J]. Journal of Hydraulic Research, 2011, 49(4): 515-522.
  • 9RUSU E, SOARES C G. Modeling waves in open coastal ar- eas and harbours with phase-resolving and phase-averaged models[J]. Journal of Coastal Research, 2013, 29 ( 1 ) : 1309-1325.
  • 10ZIJLEMA M, STELLING G S, SMIT P. SWASH: An oper- ational public domain code for simulating wave fields and rapidly varied flows in coastal waters[ J]. Coastal Engineering, 2011, 58(10) : 992-1012.

共引文献23

同被引文献48

引证文献5

二级引证文献21

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