Threshold for particle entrainment into suspension

被引:149
作者
Niño, Y
Lopez, F
Garcia, M
机构
[1] Univ Chile, Dept Civil Engn, Santiago, Chile
[2] Inst Nacl Agua & Ambiente, RA-5000 Cordoba, Argentina
[3] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
关键词
entrainment; sediment; suspension; turbulence;
D O I
10.1046/j.1365-3091.2003.00551.x
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Laboratory observations regarding the limit conditions for particle entrainment into suspension are presented. A high-speed video system was used to investigate conditions for the entrainment of sediment particles and glass beads lying over a smooth boundary as well as over a rough bed. The results extend experimental conditions of previous studies towards finer particle sizes. A criterion for the limit of entrainment into suspension is proposed which is a function of the ratio between the flow shear velocity and particle settling velocity. Observations indicate that particles totally immersed within the viscous sublayer can be entrained into suspension by the flow, which contradicts the conclusions of previous researchers. A theoretical analysis of the entrainment process within the viscous sublayer, based on force-balance considerations, is used to show that this phenomenon is related to turbulent flow events of high instantaneous values of the Reynolds stress, in agreement with previous observations. In the case of experiments with a rough bed, a hiding effect was observed, which tends to preclude the entrainment of particles finer than the roughness elements. This implies that, as the ratio between particle and roughness element sizes becomes smaller, progressively higher bed shear stresses are required to entrain particles into suspension. On the other hand, an overexposure effect was also observed, which indicates that a particle moving on a smooth bed is more prone to be entrained than the same particle moving on a bed formed by identical particles.
引用
收藏
页码:247 / 263
页数:17
相关论文
共 51 条
[2]  
[Anonymous], 1936, MITTEILUNGEN PREUSSI
[3]  
Bagnold R.A., 1966, APPROACH SEDIMENT TR, DOI [DOI 10.3133/PP422I, 10.3133/pp422I]
[4]   Turbulence modulation and particle velocities over flat sand beds at low transport rates [J].
Best, J ;
Bennett, S ;
Bridge, J ;
Leeder, M .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (12) :1118-1129
[5]  
Brownlie W. R., 1981, KHR43A CALTECH KECK
[6]   A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers [J].
Buffington, JM ;
Montgomery, DR .
WATER RESOURCES RESEARCH, 1997, 33 (08) :1993-2029
[7]   PARTICLE OVER-PASSING ON DEPTH-LIMITED GRAVEL BARS [J].
CARLING, PA .
SEDIMENTOLOGY, 1990, 37 (02) :345-355
[8]  
Engelund F., 1965, HOUILLE BLANCHE, V8, P802
[9]  
ENGELUND F, 1965, 10 TU DENM COAST ENG, P2
[10]  
EVERTS CH, 1973, J WATERWAYS HARB DIV, V99, P425