期刊文献+

推移质颗粒3维运动紊动特性试验研究 被引量:5

Experimental Study on the 3D Motion Turbulence Characteristics of Bed-load Particles
下载PDF
导出
摘要 采用3维粒子示踪测速技术,观测了10种不同示踪粒子的粒径、比重以及水力比降等水沙条件下推移质颗粒的3维运动,并对其紊动特性进行了统计分析。分别探讨了粒径、比重及水力比降对推移质颗粒紊动强度的影响,定性总结了3个方向上紊动特性的变化规律。实验结果表明,推移质颗粒的纵向紊动强度随粒径减小和水力比降的增大而加大,垂向和横向紊动强度在近壁区的变化规律与纵向相反,颗粒比重对紊动强度的影响不明显。 In steady uniform flows with different particle diameter,specific gravity and flow slope,ten runs of experiments with bed-load particles were performed using a three dimensional particle tracking velocimetry(3D PTV) technique,and then the turbulence velocity characteristics of bed-load particles were analyzed statistically.The experimental results showed that the longitudinal turbulence intensity of bed-load particles increases with the decrease of diameter and the increase in slope.In the near wall region,the vertical and transverse turbulence intensities showed the reverse law with the longitudinal.The specific gravity has inconspicuous effect on the turbulence intensities.
出处 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2013年第2期13-17,共5页 Journal of Sichuan University (Engineering Science Edition)
基金 国家自然科学基金青年科学基金资助项目(50909036 51109066) 国家杰出青年科学基金项目(51125034) 河海大学水文水资源及水利工程科学国家重点实验室基本科研业务费自主研究项目(2011585712)
关键词 粒径 比重 水力比降 紊动强度 particle diameter specific gravity flow slope turbulence intensity
  • 相关文献

参考文献11

  • 1Rizk M A, Elghobashi S E. The motion of a spherical particle suspended in a turbulent flow near a plane wall[J]. Physics of Fluids, 1984,28 ( 3 ) : 806 - 817.
  • 2刘大有,王光谦,李洪州.泥沙运动的受力分析——关于碰撞力的讨论[J].泥沙研究,1993,19(2):41-47. 被引量:15
  • 3Nezu I, Azuma R. Turbulencecharacteristics and interaction between particles and fluid in particle-laden open channel flows [ J ]. Journal of Hydraulic Engineering, ASCE, 2004, 130(10) :988 - 1001.
  • 4Muste M, Patel V C. Velocity profiles for particles and liquid in open-channel flow with suspended sediment [ J ]. Journal of Hydraulic Engineering, ASCE, 1997,123 (9) : 742 - 751.
  • 5Muste M, Yu K, Fujita I, et al. Two-phase versus mixed-flow perspective on suspended sediment transport in turbulent channel flows [ J ]. Water Resources Research, 2005, 41(10) :W10402.
  • 6Hu Chunhong, Hui Yujia. Bed load transport I: Mechanical characteristics [ J ]. Journal of Hydraulic Engineering, ASCE, 1996,122 (5) :245 - 254.
  • 7Hu Chunhong, Hui Yujia. Bed load transport II: Stochastic characteristics [ J ]. Journal of Hydraulic Engineering, ASCE, 1996,122(5) :255 - 261.
  • 8Lee Hongyuan, Chen Yenhsu, You Jiingyun, et al. Investigations of continuous bed load sahating process [ J ]. Journal of Hydraulic Engineering, ASCE,2000,126 (9) : 691 - 700.
  • 9Lee Hongyuan, You Jiingyun, Lin Yingtien. Continuous saltating process of multiple sediment particles [ J ]. Journal of Hydraulic Engineering, ASCE,2002,128 (4) :443 - 450.
  • 10白玉川,陈有华,韩其为.泥沙颗粒跃移运动机理[J].天津大学学报,2012,45(3):196-201. 被引量:12

二级参考文献39

  • 1Chiu-On Ng.Nonlinear dynamical characteristics of bed load motion[J].Science China(Technological Sciences),2006,49(3):365-384. 被引量:4
  • 2姜国强,李炜,陶建华.动水环境中有限宽窄缝湍射流的水力特性研究[J].水利学报,2004,35(12):51-55. 被引量:5
  • 3许联锋,廖伟丽,陈刚,李建中.稀疏气泡流动的粒子跟踪测速技术研究[J].水利学报,2005,36(7):825-829. 被引量:7
  • 4Peng Gao.Transition between two bed-load transportregimes:Saltation and sheet flow[J].Journal of Hy-draulic Engineering,ASCE,2008,134(3):340-348.
  • 5Van Rijn L C.Sediment transport(Part I):Bed loadtransport[J].Journal of Hydraulic Engineering,ASCE,1984,110(10):1431-1456.
  • 6Nino Y,Garcia M.Experiments on saltation of sand inwater[J].Journal of Hydraulic Engineering,ASCE,1998,124(10):1014-1025.
  • 7Einstein H A.Formula for the transportation of bed-load[J].Transactions of the American Society of CivilEngineers,1942,107:561-597.
  • 8Sekine M,Kikkawa H.Mechanics of saltating grainsⅡ[J].Journal of Hydraulic Engineering,ASCE,1992,118(4):536-558.
  • 9Wiberg P L,Smith J D.Calculation of the critical shearstress for motion of uniform and heterogeneous sedi-ments[J].Water Resources Research,1987,23(8):1471-1480.
  • 10Wiberg P L,Smith J D.Model for calculation bed loadtransport of sediment[J].Journal of Hydraulic Engineer-ing,ASCE,1989,115(1):101-123.

共引文献36

同被引文献39

  • 1许光祥,钟亮.河道床面形态分形量化方法比较研究[J].应用基础与工程科学学报,2012,20(5):902-911. 被引量:9
  • 2胡春宏,惠遇甲.水流中跃移颗粒的受力分析[J].水利学报,1993,25(1):11-20. 被引量:6
  • 3白玉川,许栋.扰动对明渠湍流结构及床面稳定性影响的实验研究[J].水利学报,2007,38(1):23-31. 被引量:6
  • 4Ancey C,Bohm T, Jeodeau M, et al. Statistical description of sediment transport experiments [ J ]. Physical Review E, 2006,74( 1 ) :011302.
  • 5Ancey C,Davison A C, Bohm T,Jeodeau M, et al. Entrainment and motion of coarse particles in a shallow water stream down a steep slope [ J]. Journal of Fluid Mechanics, 2008,595:83 -114.
  • 6Ancey C. Statistical modeling in sediment dynamics: Exner equation for planar bed incipient bed load transport conditions [ J ]. Journal of Geophysical Research-Erath Surface, 2010, 115 : F00A11.
  • 7Molz F J. , Liu H. H. , Szulga J. Fractional Brownian motion and fractional Gaussian noise in subsurface hydrology:A re- view, presentation of fundamental properties, and extensions[ J]. Water Resources Res. 1997, 33 (10) :2273 -2286.
  • 8Sayre W W, Hubbell D W. Transport and dispersion of labeled bed material,North Loup River,Nebraska[ R]. U. S. Geological. Survey. Professional. Paper,1965.
  • 9Einstein H A. Formulas for the transportation of bed load [J].Transactions of the American Society of Civil Engi- neers, 1942,107 ( 1 ) :561 - 597.
  • 10Einstein H A. The bed-load function for sediment trans- portation in open channel flows[ M]. Washington D C :US Department of Agricuhure,1950.

引证文献5

二级引证文献6

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