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基于Fluent的辫状水槽水流三维数值模拟 被引量:1

Three-dimensional Numerical Simulation of Braided Channel Flow Based on Fluent
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摘要 为研究辫状河道水流运动规律,应用计算流体力学Fluent软件,基于Realizable κ-ε湍流模型及水气二相流流体体积函数法(VOF)模型,建立了辫状水槽水流的三维数学模型,模拟了辫状水槽4种工况下不同尺寸的流场分布,并对比分析了数值结果与实测资料。结果表明,数值模拟能较好地反映流场分布规律;支槽分离区的尺寸与支槽宽度、水深位置及支槽中间沙岛长宽比相关。 In order to study the law of flow in braided channel, based on the Realizable κ-ε turbulence model and VOF model, CFD software Fluent is applied to establish 3D mathematical model of braided channel flow. Flow field distribu tion of braided channel is simuhted under four operating conditions with different sizes. Comparison of numerical simula- tion results and experimental data, the results show that numerical simulation can properly reflect the laws of flow field distribution; the size of separation zone in branch channel is related to its width, depth and mid-bar's ratio of length to width.
作者 谭柱林 彭杨
出处 《水电能源科学》 北大核心 2012年第3期93-96,共4页 Water Resources and Power
基金 国家自然科学基金资助项目(51179069)
关键词 辫状水槽 Fluent软件 Realizable κ-ε湍流模型 VOF模型 数值模拟 braided channel Fluent software Realizable κ-ε turbulence model VOF model numerical simulation
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  • 1茅泽育,罗昇,赵升伟,张磊.等宽明渠交汇口水流一维数学模型[J].水利学报,2004,35(8):26-32. 被引量:21
  • 2茅泽育,赵升伟,罗昇,张磊.明渠交汇口水流分离区研究[J].水科学进展,2005,16(1):7-12. 被引量:37
  • 3郭维东,王晓刚,曹继文,杨天恩,梁岳.“Y”型汇流口水流水力特性试验研究[J].水电能源科学,2005,23(3):53-56. 被引量:22
  • 4赵升伟,茅泽育,罗日升,武蓉.等宽明渠交汇水流数值计算[J].河海大学学报(自然科学版),2005,33(5):494-499. 被引量:19
  • 5[5]Hirt C W,Nichols B D.Volume of fluid (VOF) method for the dynamics of free boundaries.Journal of Computational Physics,1981;Vol.39:201-225
  • 6[8]Webber L J,Eric D S,Nicola M.Experiments on flow at a 90-degree open-channel junction.Journal of Hydraulic Engineering,2001; 127(5):340-350
  • 7佟二勋.关于目前分流分沙的研究成果综述[J]水利水电技术,1962(09).
  • 8RICHARDSON W.R,THORNE C.R.Secondary currents around braid bar in Brahmaputra River,Bangladesh[].Journal of Hydraulic EngineeringASCE.1998
  • 9YU Xin-ming,TAN Guang-ming,ZHANG Yue et al.Experiment on transportation characteristics of flow and sediment in distributaries channel[].Engineering Journal of Wuhan University.2007
  • 10ZHANG Wei,LI Yi-tian,JIANG Ling.Two-dimensional flow and sediment mathematical model for typical multi-branched meandering reach in middle and lower reaches of Yangtze River[].Engineering Journal of Wuhan University.2007

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