期刊文献+

弯道水流的数值模拟及沿河路基冲刷机理分析 被引量:8

Numerical Simulation of Flow in River Bends and Analysis of Subgrade Scour Along River Bend
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摘要 应用大型流场分析软件Fluent,采用现代三维运动界面追踪技术VOF(流体体积)方法和标准k-ε模型耦合求解对圆心角为90°弯道的弯道水流三维流场进行了合理模拟,得出了河床剪应力的分布特征,为路基冲刷分析和合理防护措施的制定提供了理论分析的基础. Modern 3D moving interface tracing technology-VOF (volume d fluid) method and standard k-ε model which are integrated in Fluent, are jointly used in the present study to numerically sim- ulate the flow field of river bend. The calculated results are in good agreement with experimental data. The distribution of shear stress is also obtained from the numerical simulation, consequently lays a foundation of the analysis of subgrade scour and establishment of rational preventive measures.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2007年第11期1492-1496,共5页 Journal of Tongji University:Natural Science
基金 交通部西部交通建设科技资助项目(200331895019)
关键词 弯道 流场 路基 冲刷 river bend flow field subgrade scour
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参考文献13

  • 1高东光.公路与桥梁水毁防治技术[M].北京:人民交通出版社,2002.108-125.
  • 2董耀华.弯道水流的基本特性及数值模拟[J].长江科学院院报,1996,13(1):25-29. 被引量:38
  • 3刘治军,田伟平,李家春.河流弯道模型试验研究报告[R].重庆:重庆市公路局,2006.
  • 4YE Jian, McCorquodale J A. Simulation of curved open channel flows by 3D hydrodynamic model[J]. Journal of Hydraulic Engineering, 1998,124(7) :687.
  • 5WU Weiming, Rodi W, Wenka M T. 3D numerical modeling of flow and sediment transport in open Channel[J]. Journal of Hydraulic Engineering,2000,126( 1 ) : 4.
  • 6Kassem A A, Chaudhry M H. Numerical Modeling of Bed Evolution in Channel Bends[J]. Journal of Hydraulic Engineering,2002,128(5):507.
  • 7Duc B M, Wenka N T, Rodi W. Numerical modeling of bed deformation in laboratory channels[J ]. Journal of Hydraulic Engineering, 2004,130(9) : 894.
  • 8Duan J G. Simulation of flow and mass dispersion in meandering channels[J]. Journal of Hydraulic Engineering, 2004,130(10) : 964.
  • 9Wormleaton P R, Hey R D, Sellin R H J, et al. Beheavior of meadering overbank channels with graded sand beds[J]. Journal of Hydraulic Engineering, 2004,130(10) : 964.
  • 10Zarrati A R, Tamai N, Jin Y C. Mathematical modeling of meandering channels with a generalized depth averaged model [ J ]. Journal of Hydraulic Engineering, 2005,131 (6) : 467.

二级参考文献9

  • 1孙中堂.山区桥梁浅基础水毁分析与防治[J].山东交通科技,2002(3):20-21. 被引量:5
  • 2蒋焕章.桥墩局部冲刷防护试验研究[J].公路,1994,39(8):1-8. 被引量:10
  • 3高东光.公路与桥梁水毁防治技术[M].北京:人民交通出版社,2002.108-125.
  • 4Chrisohoides Antonis,Sotiropoulos Fotis,Sturm Terry W.Coherent structures in flat-bed abutment flow:computational fluid dynamics simulations and experiments[J].Journal of Hydraulic Engineering,2003,129(3):177.
  • 5Briaud J L,Chen H C,Wang J.Pier and contraction scour in cohesive soils[R].Washington D C:National Cooperative Highway Project:Transportation Research Board,2004.
  • 6Salaheldin Tarek M,Imran Jasim,Hanif Chaudhry M.Numerical modeling of three-dimensional flow field around circular piers[J].Journal of Hydraulic Engineering,2004,130(2):91.
  • 7刘治军,田伟平,李家春.河流弯道模型试验研究报告[R].重庆:重庆市公路局,2006.
  • 8Ouillon S,Dartus D.Three dimensional computation of flow around groyne[J].Journal of Hydraulic Engineering,ASCE,1997,123(11):963.
  • 9Salaheldin Tarek M,Imran Jasim,Chaudhry M Hanif.Numerical modeling of three-dimensional flow field around circular piers[J].Journal of Hydraulic Engineering,2004,130(2):91.

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