Experiments on particle-turbulence interactions in the near-wall region of an open channel flow: Implications for sediment transport

被引:275
作者
Nino, Y
Garcia, MH
机构
关键词
D O I
10.1017/S0022112096008324
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A high-speed video system was used to study the interaction between sediment particles and turbulence in the wall region of an open channel flow with both smooth and transitionally rough beds. In smooth flows, particles immersed within the viscous sublayer were seen to accumulate along low-speed wall streaks; apparently due to the presence of quasi-streamwise vortices in the wall region. Larger particles did not tend to group along streaks, however their velocity was observed to respond to the streaky structure of the flow velocity in the wall region. In transitionally rough flows particle sorting was not observed. Coherent flow structures in the form of shear layers typically observed in the near-wall region interacted with sediment particles lying on the channel bottom, resulting in the particles being entrained into suspension. Although there has been some speculation that this process would not be effective in entraining particles totally immersed in the viscous sublayer, the results obtained demonstrate the opposite. The entrainment mechanism appears to be the same independent of the roughness condition of the bottom wall, smooth or transitionally rough. In the latter case, however, hiding effects tend to preclude the entrainment of particles with sizes finer than that of the roughness elements. The analysis of particle velocity during entrainment shows that the streamwise component tends to be much smaller than the local mean flow velocity, while the vertical component tends to be much larger than the local standard deviation of the vertical flow velocity fluctuations, which would indicate that such particles are responding to rather extreme how ejection events.
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页码:285 / 319
页数:35
相关论文
共 54 条
[1]  
[Anonymous], 1972, P INT S 2 PHAS SYST
[2]  
Ashida K., 1986, J HYDROSCI HYDR ENG, V4, P21
[3]  
Bagnold R.A., 1966, APPROACH SEDIMENT TR, DOI [DOI 10.3133/PP422I, 10.3133/pp422I]
[4]   WAVE STRUCTURE OF WALL REGION OF A TURBULENT BOUNDARY-LAYER [J].
BARK, FH .
JOURNAL OF FLUID MECHANICS, 1975, 70 (JUL29) :229-250
[5]  
Batchelor G. K., 1964, ARCH MECH STOSOW, V3, P661
[6]   ON THE ENTRAINMENT OF SEDIMENT AND INITIATION OF BED DEFECTS - INSIGHTS FROM RECENT DEVELOPMENTS WITHIN TURBULENT BOUNDARY-LAYER RESEARCH [J].
BEST, J .
SEDIMENTOLOGY, 1992, 39 (05) :797-811
[7]  
Blackwelder R.F., 1988, Transport Phenomena in Turbulent Flows, P69
[8]  
BROWAND FK, 1985, P 21 C IAHR MELB AUS, P8
[10]  
Clauser F. H., 1956, ADVANCES APPLIED MEC, V4, P1, DOI [DOI 10.1016/S0065-2156(08)70370-3, 10.1016/S0065-2156(08)70370-3]