期刊文献+

一个概化的潮汐河口羽状流动力学的初步研究 被引量:1

Preliminary Studies on the Dynamics of the Plume in a Schematized Tidal Estuary
下载PDF
导出
摘要 基于区域陆架海水动力-生态耦合模型(COHERENS)中的三维水动力模型,对一个概化的潮汐河口羽状流动力学进行了初步研究。在均一水深和无风的理想条件下,模拟得到了一个潮周期内概化的潮汐河口表层水体:a)羽状流流场和盐度场的平面分布;b)3种不同河流径流量作用下的羽状流流场和盐度场的平面分布;c)4种不同底床粗糙长度下的羽状流流场和盐度场的平面分布。结果分析表明:a)羽状流的长度在潮汐的作用下递增,而其最大宽度近似呈周期性的变化;b)羽状流的长度和最大宽度都随着河流径流量的增大而分别变长和变宽;c)羽状流的长度和最大宽度都随底床粗糙长度的增大而变小;d)无潮情况下羽状流的凸起明显并存在沿岸流,然而在有潮情况下凸起不明显且无沿岸流;e)水平扩散可能限制了沿岸羽状流的发展。 Under the constant water depth and no wind condition, a three-dimensional numerical model modified after the COHERENS (A Coupled Hydrodynamical-Ecological Model for Regional and Shelf Seas), is used to study dynamics of the plume in a schematized tidal estuary. Modeled results (for surface layer) include a) variations in its plane shape; b) horizontal distribution of tidal velocity vectors; and c) horizontal distribution of salinity fields within the plume over one tidal cycle. Effects of three different river discharges, tides and four different bottom roughness lengths on its development are examined. Results suggest that a) under tidal actions, the plume length increases gradually but its maximum width shows approximately periodic variations; b) both the plume length and the maximum plume width increase with the increasing river discharge; c) both the plume length and the maximum plume width decrease with the increasing bottom roughness length; d) both the bulge and coastal currents of the plume are more evident under amphidromic conditions than under tidal actions; and e) the horizontal diffusivity would constrain the development of the coastal plume.
出处 《海洋通报》 CAS CSCD 北大核心 2007年第1期3-11,共9页 Marine Science Bulletin
基金 国家杰出青年科学基金(河口海岸学40225014) 国家自然科学基金(50679040)
关键词 羽状流 三维模拟 COHERENS 潮汐 河流径流量 底床粗糙长度 水平扩散 plume three-dimensional numerical model COHERENS tide river discharges bottom roughness length horizontal diffusivity
  • 相关文献

参考文献19

二级参考文献57

  • 1王辉.东海和南黄海夏季环流的斜压模式[J].海洋与湖沼,1996,27(1):73-78. 被引量:27
  • 2乐肯堂.关于长江冲淡水路径的若干问题[J].海洋科学集刊,1986,27:221-228.
  • 3朱建荣 沈焕庭 等.一个三维陆架模式及其在长江口外海区的应用[J].青岛海洋大学学报,1997,27(2):250-263.
  • 4浦永修.夏季长江冲淡水扩展机制的分析[J].东海海洋,1983,1:43-51.
  • 5毛汉礼 甘子钧 等.长江冲淡水及其混合问题的初步研究[J].海洋与湖沼,1963,5(3):183-205.
  • 6乐肯堂,海洋与湖沼,1984年,15卷,2期,157页
  • 7管秉贤,海洋科学集刊,1981年,18卷,1页
  • 8秦曾灏,海洋与湖沼,1981年,12卷,1期,9页
  • 9袁耀初,黑潮调查研究论文集,1987年,45页
  • 10管秉贤,海洋科学集刊,1986年,27卷,1页

共引文献91

同被引文献18

  • 1陆永军,左利钦,邵学军,王红川,李浩麟.A 2D Mathematical Model for Sediment Transport by Waves and Tidal Currents[J].China Ocean Engineering,2005,19(4):571-586. 被引量:22
  • 2陆永军,李浩麟,王红川,左利钦.强潮河口拦门沙航道回淤及治理措施[J].水利学报,2005,36(12):1450-1456. 被引量:27
  • 3赖锡军,汪德爟,姜加虎,黄群.斜坡上异重流的三维数值模拟[J].水科学进展,2006,17(3):342-347. 被引量:4
  • 4谢作涛,罗景.长江口一、二维嵌套水流盐度数学模型[J].武汉大学学报(工学版),2007,40(2):7-11. 被引量:4
  • 5Berdeal I G,Hickey B M,Kawase M.Influence of wind stress and ambient flow on a high discharge river plume[J].Journal of Geophysical Research(Oceans),2002,107(19):1-13.
  • 6Casulli V,Cattani E.Stability,accuracy and efficiency of a semi-implicit method for three-dimensional shallow water flow[J].Comput Math Appl,1994,27(4):99-112.
  • 7Fringer O B,Gerritsen M,Street R L.An unstructured-grid,fini te-volume,no nhydrostatic,parallel coastal ocean simulator[J].Ocean Modeling,2006,14:139-173.
  • 8Zhang Y,Baptista A M,Myers E P.A cross-scale model for 3D baro clinic circulation in estuary-plume-shelf systems:Iformulation and skill as sessment[J].Continental Shelf Research,2004,24(18):2187-2214.
  • 9Haselbacher A,Najjar F M,Ferry J P.An efficient and robust particle-local ization algorithm for unstructured grids[J].Journal of Computational Physics,2007,225(2):2198-2213.
  • 10Koutitas C,O'Connor B.Modeling three-dimensional wind induce flows[J].Journal of the Hydraulics Division,1980,106(11):1843-1865.

引证文献1

二级引证文献7

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