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水流作用下的悬沙垂向扩散系数 被引量:3

Vertical diffusion coefficient of suspended sediment in flows
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摘要 利用华东师范大学河口海岸学国家重点实验室的波-流-泥沙变坡水槽,进行系列二维均匀流平衡输沙情况下悬沙扩散特性研究实验。根据实验数据,计算不同水流情况下的悬沙浓度垂向分布,确定悬沙垂向扩散系数及它的垂向分布。所得结果表明悬沙垂向扩散系数与水流扩散系数成正比,其比例系数正比例于摩阻流速;悬沙扩散系数的垂向分布可用抛物线来描述。 Experiments on sediment mixing characteristics by two-dimensional uniform currents were carried out by using wave-flow-sediment flume. From experimental data, the vertical distribution of suspended sediment concentration and vertical sediment diffusion coefficient in different flow conditions are determined. It is found from experimental results that the vertical sediment diffusion coefficients are proportional to vertical fluid diffusion coefficients and their ratio is related to the bed shear velocity. The vertical distribution of sediment diffusion coefficient may be described by parabola.
出处 《泥沙研究》 CSCD 北大核心 2009年第6期43-47,共5页 Journal of Sediment Research
基金 国家自然科学基金(50479046) 国家自然科学基金委创新群体项目(40721004)
关键词 水流作用 悬沙浓度 悬沙垂向扩散系数 flows suspended sediment concentration vertical sediment diffusion coefficient
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参考文献11

  • 1傅旭东,王光谦.一个基于动理学理论的悬沙扩散系数模型[A].第六届全国泥沙基本理论研究学术讨论会论文集[C],2005.244-250.
  • 2W H. Graf, M. Cellino. Suspension flows in open channels: experimental study[J]. J. Hydraul. Res. ,2002,40(4) : 435 -447.
  • 3Vladimir I. Nikora and Derek G. Goring. Fluctuations of suspended sediment concentration and turbulent sediment fluxes in an open-channel flow[J]. J. Hydraul. Eng. ,2002,128(2) : 214- 224.
  • 4傅旭东,王光谦.用PDF方程法分析悬沙垂线浓度分布[J].力学学报,2003,35(4):393-400. 被引量:12
  • 5叶小云,陈立,王有生,邹家喻.泥沙浓度与水流紊动的试验研究[J].武汉大学学报(工学版),2003,36(2):10-14. 被引量:8
  • 6Carstens, M. R. Accelerated motion of a spherical particle. Trans. Amer. Geoph., 1952,33(5) : 713 - 720.
  • 7Singamsetti,S. R. Diffusion of sediment in a submerged jet[J]. J. Hydraulics Div.,1966,92(2).
  • 8N L. Coleman. Flume studies of the sediment transfer coefficient[J]. Water Resources Research, 1970,6(3) :801 - 809.
  • 9Bakker, W. T. Sand concentration in an oscillatory flow. Coastal Eng. Conf., Copenhagen, Denmark, 1974,1129 - 1148.
  • 10O'Connor, B. A. Three-dimensional sediment transport model. Coastal, Estuarial and Harbour Engineer's Reference Book, E. & FN Spon, Lodon, 1994,199 - 214.

二级参考文献15

  • 1刘大有.从二相流方程出发研究平衡输沙──扩散理论和泥沙扩散系数的讨论[J].水利学报,1995,27(4):62-67. 被引量:19
  • 2Van Rijn LC. Sediment transport. II: Suspended load transport. J Hydr Engrg, ASCE, 1984, 110(11): 1613-1641.
  • 3Czernuszenko W. Drift velocity concept for sediment-laden flows. J Hydr Engrg, ASCE, 1998, 124(10): 1026-1033.
  • 4Wang GQ, Ni JR. Kinetic theory for particle concentration distribution in two-phase flow. Journal of Engineering Mechanics, 1990, 116(12): 2738-2748.
  • 5Derevich IV, Zaichik LI. Particle deposition from a turbulent flow. Fluid Dyn, 1988, 23(5): 722-729.
  • 6Coleman NL.Effects of suspended sediment on the openchannel velocity distribution.Water Resources Res,1986,22(10):1377-1384.
  • 7Lyn DA.A similarity approach to turbulent sediment-laden flows.in open channels.J Fluid Mech,1988,193:1—26.
  • 8Wang XK, Qian N. Turbulence characteristics of sedimentladen flow. J Hydr Engrg, ASCE, 1989, 115(6): 781-800.
  • 9Einstein A,Chien N.Effects of heavy sediment concentration near the bed on velocity and sediment distribution.Univ of Cal,Berkeley,and US Army Corps of Engr,Missouri River Div,Rept No 8,1955.
  • 10Nezu I.Rodi W.Open-channel flow measurements with alaser Doppler anemometer.J Hydr Engrg,ASCE,1986,112(5):335-355.

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