Experimental investigation of ejections and sweeps involved in particle suspension

Water Resources Research

Volumn 45, Issue 2, 2009, Pages

  Lelouvetel, J ^a,b   Bigillon, F ^a,b   Doppler, D ^a,b   Vinkovic, I ^a,b   Champagne, J Y ^a,b  

^a LABORATOIRE DE MÉCANIQUE DES FLUIDES ET D ACOUSTIQUE   (France)

^b UNIVERSITÉ LYON 1   (France)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY LAYER FLOW; FLOW VISUALIZATION; MOMENTUM; REYNOLDS NUMBER; TURBULENCE;

CONCEPTUAL MODELS; CRITICAL VALUES; EXPERIMENTAL INVESTIGATIONS; HYDRAULIC CONDITIONS; INSTANTANEOUS VALUES; MOMENTUM FLUXES; PARTICLE MOTIONS; PARTICLE MOVEMENTS; PARTICLE SUSPENSIONS; PARTICLE-LADEN FLOWS; PER UNITS; QUADRANT ANALYSIS; STATISTICAL ANALYSIS; SUSPENDED PARTICLES; TURBULENT CHARACTERISTICS; TURBULENT STRUCTURES; TWO-DIMENSIONAL PARTICLE IMAGE VELOCIMETRY; VERTICAL VELOCITIES;

SUSPENSIONS (FLUIDS);

CONCEPTUAL FRAMEWORK; EXPERIMENTAL STUDY; FLOW MODELING; HYDROLOGICAL MODELING; MOMENTUM TRANSFER; PARTICLE MOTION; REYNOLDS NUMBER; STATISTICAL ANALYSIS; VERTICAL MOVEMENT;

EID: 62949235034     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2007WR006520     Document Type: Article

References (34)

1. Adrian, R. J., and Z. C. Liu (2002), Observation of vortex packets in direct numerical simulation of fully turbulent channel flow, J. Visualization, 5(1), 9-19,
2. Adrian, R. J., C. Meinhart, and C. Tomkins (2000), Vortex organization in the outer region of a turbulent boundary layer, J. Fluid Mech., 422, 1-54, doi:10.1017/S0022112000001580.
3. Bagnold, R. A. (1973), The nature of saltation and 'bed-load' transport in water, Proc. R. Soc. London, Set: A, 332(1591), 473-504, doi:10.1098/rspa. 1973.0038.
4. Bigillon, F., and M. H. Garcia (2002), Exploratory study of flow-particle interaction using Particle Image Velocimetry, ASCE Conf. Proc, 1173, 109, doi:10.1061/40655(2002)109.
5. Bigillon, F., and M. H. Garcia (2005), Etude par PIV de l'interaction entre structures turbulentes et particules solides, paper presented at Fluvisull, Ecole Cent., Lyon, France, 6-9 June.
6. Bigillon, F., Y. Nino, and M. H. Garcia (2006), Measurements of turbulence characteristics in an open-channel flow over a transitionally rough bed using particle image velocimetry, Exp. Fluids, 41, 857-867, doi:10.1007/s00348-006-0201-2.
7. Breugem, W. A., and W. S. J. Uijttewaal (2006), A PIV/PTV experiment on sediment transport in a horizontal open channel flow, paper presented at RiverFlow 2006, Int. Assoc. of Hydraul. Eng. and Res., Lisbon, 5 - 8 Sept.
8. Garcia, M., F. Lopez, and Y. Nino (1995), Characterization of near-bed coherent structures in turbulent open-channel flow using synchronized high-speed video and hot-film measurements, Exp. Fluids, 19(1), 16-28, doi:10.1007/BF00192229.
9. Greimann, B. P., M. Muste, and F. M. Holly (1999), Two-phase formulation of suspended sediment transport, J. Hydraul. Res., 37(4), 479-500.
10. Gyr, A. (1983), Towards a better definition of the three types of sediment transport, J. Hydraul. Res., 21, 1-15.
11. Hogan, R. C., and J. N. Cuzzi (2001), Stokes and Reynolds number dependence of preferential particle concentration in simulated three-dimensional turbulence, Phvs. Fluids, 13(10), 2938-2945, doi:10.1063/1.1399292.
12. Hurther, D. (2001), 3-D Acoustic Doppler Velocimetry and turbulence in open-channel flow, Ph.D. dissertation, Ecole Polytech. Fed. de Lausanne, Lausanne, France.
13. Hurther, D., and U. Lemmin (2003), Turbulent particle flux and momentum flux statistics in suspension flow, Water Resour. Res., 39(5), 1139, doi:10.1029/2001WR001113.
14. Jackson, R. G. (1976), Sedimentological and fluid-dynamic implication of the turbulent bursting phenomenon in geophysical flows, J. Fluid Mech., 77, 531-560, doi:10.1017/S0022112076002243.
15. Kaftori, D., G. Hetsroni, and S. Banerjee (1994), Funnel-shaped vortical structures in wall turbulence, Phys. Fluids, 6(9), 3035-3050, doi:10.1063/1.868129.
16. Kaftori, D., G. Hetsroni, and S. Bamejee (1995a), Particle behaviour in the turbulent boundary-layer. I. Motion, deposition, and entrainment, Phys. Fluids, 7(5), 1095-1106, doi:10.1063/1.868551.
17. Kaftori, D., G. Hetsroni, and S. Bamejee (1995b), Particle behaviour in the turbulent boundary-layer. II. Velocity and distribution profiles, Phys. Fluids, 7(5), 1107-1121, doi:10.1063/1.868552.
18. Kiger, K. T., and C. Pan (2000), PIV technique for the simultaneous measurement of dilute two-phase flows, J. Fluids Eng., 122, 811-818, doi:10.1115/1.1314864.
19. Kiger, K. T., and C. Pan (2002), Suspension and turbulence modulation effects of solid particulates on a horizontal turbulent channel flow, J. Turbulence, 3(19), 1-21.
20. Le Louvetel-Poilly, J. (2008), Etude expérimentale du rôle de la turbulence de paroi dans le transport de particules, Ph.D. dissertation, Inst. Natl, de Sci. Appl., Lyon, France.
21. Lu, S. S., and W. W. Willmarth (1973), Measurements of the structure of the Reynolds stress in a turbulent boundary layer, J. Fluid Mech., 60, 481-511, doi:10.1017/S0022112073000315.
22. Mei, R. (1996), Velocity fidelity of flow tracer particles, Exp. Fluids, 22, 1-13, doi:10.1007/BF01893300.
23. Muste, M., K. Yu, I. Fujita, and R. Ettema (2005), Two-phase versus mixed-flow perspective on suspended sediment transport in turbulent channel flows, Water Resour. Res., 41, W10402, doi:10.1029/2004WR003595.
24. Nakagawa, H., and I. Nezu (1977), Prediction of the contribution to the Reynolds stress from bursting events in open-channel flows, J. Fluid Mech., 80, 99-128, doi:10.1017/S0022112077001554.
25. Nakagawa, H., and I. Nezu (1981), Structure of space-time correlations of bursting phenomena in an open-channel flow, J. Fluid Mech., 104, 1-43, doi:10.1017/S0022112081002796.
26. Nezu, I., and R. Azuma (2004), Turbulence characteristics and interaction between particles and fluid in particle-laden open channel flows, J. Hydraul. Eng., 130(10), 988-1001, doi:10.1061/(ASCE)0733-9429(2004)130: 10(988).
27. Nezu, I., and H. Nakagawa (1993), Turbulence in Open Channel Flows, IAHR Monogr. Ser., A. A. Balkema, Rotterdam, Netherlands.
28. Niño, Y., and M. Garcia (1996), Experiments on particle-turbulence interactions in the near-wall region of an open channel flow: Implications for sediment transport, J. Fluid Mech., 326, 285-319, doi.10.1017/ S0022112096008324.
29. Rashidi, M., G. Hetsroni, and S. Banerjee (1990), Particle-turbulence interaction in a boundary layer, Int. J. Multiphase Flow, 16(6), 935-949, doi:10.1016/0301-9322(90)90099-5.
30. Robinson, S. K. (1991), Coherent motions in the turbulent boundary layer, Annu. Rev. Fluid Mech., 23, 601-639, doi:10.1146/annurev.fl.23.010191. 003125.
31. Sambrook Smith, G. H., and A. P. Nicholas (2005), Effect on flow structure of sand deposition on a gravel bed: Results from a two-dimensional flume experiment, Water Resour. Res., 41, W10405, doi:10.1029/ 2004WR003817.
32. Sumer, B. M., and R. Deigaard (1981), Particle motions near the bottom in turbulent flow in an open channel, part 2, J. Fluid Mech., 109, 311-337, doi:10.1017/S0022112081001092.
33. Van Rijn, L. C. (1984), Sediment transport, part II: Suspended load transport, J. Hydraul. Eng., 110(11), 1613-1641.
34. Yalin, M. S. (1992), River Mechanics, Elsevier, New York.