Two-phase versus mixed-flow perspective on suspended sediment transport in turbulent channel flows

Water Resources Research

Volumn 41, Issue 10, 2005, Pages

  Muste, M ^a   Yu, K ^a   Fujita, I ^b   Ettema, R ^a  

^a UNIVERSITY OF IOWA   (United States)

^b KOBE UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

FRICTION; OPEN CHANNEL FLOW; SAND; SEDIMENTS; TURBULENCE; TURBULENT FLOW; TWO PHASE FLOW;

FRICTION VELOCITY; SEDIMENT-LASED FLOWS; SUSPENDED-PARTICLE TRANSPORT; WATER FLOW;

SEDIMENT TRANSPORT;

RIVER CHANNEL; SEDIMENT TRANSPORT; TURBULENT FLOW;

EID: 28244471607     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2004WR003595     Document Type: Review

References (66)

1. Aziz, N. M., S. K. Bhattacharya, and S. N. Prasad (1992), Suspended sediment concentration profiles using conservation laws, J. Hydraul. Res., 30(4), 539-554.
2. Bennett, S., J. S. Bridge, and J. L. Best (1998), Fluid and sediment dynamics of upper stage plane beds, J. Geophys. Res., 103(C1), 1239-1274.
3. Best, J., S. Bennett, J. S. Bridge, and M. Leeder (1997), Turbulence modulation and particle velocities over flat sand beds at low transport rates, J. Hydraul. Eng., 123(12), 1118-1129.
4. Boivin, M., O. Simonin, and K. D. Squires (2000), On the prediction of gas-solid flows with two-way coupling using large eddy simulation, Phys. Fluids, 12(8), 2080-2090.
5. Bouvard, M., and S. Petkovic (1985), Vertical dispersion of spherical, heavy particles in turbulent open channel flow, J. Hydraul. Res., 23(1), 5-19.
6. Cao, Z., S. Egashira, and P. A. Carling (2003), Role of suspended-sediment particle size in modifying velocity profiles in open channel flows, Water Resour. Res., 39(2), 1029, doi: 10.1029/2001WR000934.
7. Cheng, N.-S. (2004), Analysis of velocity lag in sediment-laden open channel flows, J. Hydraul. Eng., 130(7), 657-666.
8. Coleman, N. L. (1986), Effects of suspended sediment on the open-channel velocity distribution, Water Resour. Res., 22(10), 1377-1384.
9. Cowen, E. A., and S. G. Monismith (1997), A hybrid digital particle tracking technique, Exp. Fluids, 22, 199-211.
10. Crowe, C. T., M. Sommerfeld, and Y. Tsuji (1998), Multiphase Flows With Droplets and Particles, Elsevier, New York.
11. Dietrich, W. E. (1982), Settling velocity of natural particles, Water Resour. Res., 18(6), 1615-1626.
12. Durst, F., A. Melling, and J. H. Whitelaw (1981), Principles and Practice of Laser-Doppler Anemometry, 2nd ed., Elsevier, New York.
13. Einstein, H. A., and N. Chien (1955), Effect of heavy sediment concentration near the bed on the velocity and sediment distribution, Rep. 8, Univ. of Calif., Berkeley.
14. Elata, C., and A. T. Ippen (1961), The dynamics of open channel flow with suspensions of neutrally buoyant particles, Tech. Rep. 45, Hydrodyn. Lab., Mass. Inst. of Technol., Cambridge.
15. Elghobashi, S. (1994), On predicting particle-laden turbulent flows, Appl. Sci. Res., 52(4), 309-329.
16. Elghobashi, S. E., and T. W. Abou-Arab (1983), Two-equation turbulence model for two-phase flows, Phys. Fluids, 26(4), 931-938.
17. Gessler, D., B. Hall, M. Spasojevic, and F. M. J. Holly (1999), Application of 3D mobile bed, hydrodynamic model, J. Hydraul. Eng., 225(1), 737-749.
18. Gore, R. A., and C. T. Crowe (1991), Modulation of turbulence by a dispersed phase, J. Fluids Eng., 113, 304-307.
19. Graf, W. H., and M. Cellino (2002), Suspension flows in open channels: Experimental study, J. Hydraul. Res., 40(4), 435-447.
20. Greimann, B., M. Muste, and F. M. J. Holly (1999), Two-phase formulation of suspended sediment transport, J. Hydraul. Res., 37, 479-500.
21. Guo, J., and P. Y. Julien (2001), Turbulence velocity profiles in sediment-laden flows, J. Hydraul. Res., 39(1), 11-23.
22. Hanratty, T. J., T. Theofanous, J.-M. Delhaye, J. Eaton, J. McLaughlin, A. Prosperetti, S. Sundaresan, and G. Tryggvason (2003), Workshop findings, Int. J. Multiphase Flow, 29(1), 1047-1059.
23. Hetsroni, G. (1989), Particles-turbulence interaction, Int. J. Multiphase Flow, 15(5), 735-746.
24. Hinze, J. O. (1959), Turbulence, McGraw-Hill, New York.
25. Jobson, H. E., and W. W. Sayre (1970), Vertical transfer in open channel flow, J. Hydraul. Eng., 96(3), 703-724.
26. Kaftori, D., G. Hetsroni, and S. Banerjee (1995a), Particle behavior in the turbulent boundary layer. I. Motion, deposition, and entrainment, Phys. Fluids, 7(5), 1095-1106.
27. Kaftori, D., G. Hetsroni, and S. Banerjee (1995b), Particle behavior in the turbulent boundary layer. II. Velocity and distribution profiles, Phys. Fluids, 7(5), 1107-1121.
28. Kaftori, D., G. Hetsroni, and S. Banerjee (1998), The effect of particles on wall turbulence, Int. J. Multiphase Flow, 24(3), 359-386.
29. Kiger, K. T., and C. Pan (2000), PIV technique for the simultaneous measurement of dilute two-phase flows, J. Fluid Eng., 122, 811-818.
30. Kiger, K. T., and C. Pan (2002), Suspension and turbulence modification effects of solid particulates on a horizontal turbulent channel flow, J. Turbulence, 19(3), 1-21.
31. Kulick, J. D., J. R. Fessier, and J. K. Eaton (1994), Particle response and turbulence modification in fully developed channel flow, J. Fluid Mech., 277, 109-134.
32. Lyn, D. A. (1991), Resistance in flat-bed sediment-laden flows, J. Hydraul. Eng., 117(1), 94-114.
33. Lyn, D. A. (2000), Review of models for flat-bed sediment-laden flows, paper presented at Building Partnerships - 2000 Joint Conference on Water Resource Engineering and Water Resources Planning and Management, Am. Soc. of Civ. Eng., Minneapolis, Minn.
34. McLaughlin, D. K., and W. G. Tiederman (1973), Biasing correction for individual realization of laser anemometer measurements in turbulent flows, Phys. Fluids, 16(12), 2082-2088.
35. Muste, M. (1995), Particle and liquid velocity measurements in sediment-laden flows with a discriminator laser-Doppler velocimeter, Ph.D. dissertation, Univ. of Iowa, Iowa City.
36. Muste, M. (2001), Source of bias errors in flume experiments on suspended-sediment transport, J. Hydraul. Res., 40(6), 695-708.
37. Muste, M., and V. C. Patel (1997), Velocity profiles for particles and liquid in open-channel flow with suspended sediment, J. Hydraul. Eng., 123(9), 742-751.
38. Muste, M., I. Fujita, and A. Kruger (1998), Experimental comparison of two laser-based velocimeters for flows with alluvial sand, Exp. Fluids, 24, 273-284.
39. Nezu, I., and H. Nakagawa (1993), Turbulence in Open-Channel Flows, A. A. Balkema, Brookfield, Vt.
40. Nikora, V., and D. G. Goring (2002), Fluctuations of suspended sediment concentration and turbulent sediment fluxes in an open-channel flow, J. Hydraul. Eng., 128(2), 214-224.
41. Nino, Y., and M. H. 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.
42. Rashidi, M. G., G. Hetsroni, and S. Banerjee (1990), Particle-turbulence interaction in a boundary layer, Int. J. Multiphase Flow, 16(6), 935-949.
43. Raudkivi, A. J. (1999), Keynote lecture: Loose boundary hydraulics-grey zones, in River Sedimentation: Theory and Applications, Proceedings of the Seventh International Symposium on River Sedimentation, Hong Kong, China, 16-18 December 1998, edited by A. W. Jayawardena, J. H. W. Lee, and Z. Y. Wang, A. A. Balkema, Brookfield, Vt.
44. Righetti, M., and G. P. Romano (2004), Particle-fluid interactions in a plane near-wall turbulent flow, J. Fluid Mech., 505, 93-121.
45. Rogers, C. B., and J. Eaton (1991), The effect of small particles on fluid turbulence in a flat-plate turbulent boundary layer in air, Phys. Fluids A, 3, 928-937.
46. Rouson, D. W. I., and J. K. Eaton (2001), On the preferential concentration of solid particles in turbulent channel flow, J. Fluid Mech., 428, 149-169.
47. Spasojevic, M., and F. M. J. Holly (1993), Three-dimensional numerical simulation of mobile-bed hydrodynamics, IIHR Tech. Rep. 367, IIHR-Hydrosci. and Eng., Iowa City, Iowa.
48. Squires, K. D., and J. K. Eaton (1990), Particle response and turbulence modification in isotropic turbulence, Phys. Fluids, 2, 1191-1203.
49. Sumer, B. M., and R. Deigaard (1981), Particle motions near the bottom in turbulent flow in open channel: Part 2, J. Fluid Mech., 109, 311-337.
50. Sumer, B. M., and B. Oguz (1978), Particle motions near the bottom in turbulent flow in an open channel, J. Fluid Mech., 86, 109-127.
51. Taniere, A., B. Oesterle, and J. C. Monnier (1997), On the behaviour of solid particles in a horizontal boundary layer with turbulence and saltation effects, Exp. Fluids, 23(6), 463-471.
52. Tennekes, H., and J. L. Lumley (1972), A First Course in Turbulence, MIT Press, Cambridge, Mass.
53. Tsuji, Y., and Y. Morikawa (1982), LDV measurements of an air-solid two-phase flow in a horizontal pipe, J. Fluid Mech., 120, 385-409.
54. Umeyama, M., and F. Gerritsen (1992), Velocity distribution in uniform sediment-laden flow, J. Hydraul. Eng., 118(2), 229-245.
55. Vanoni, V. A. (1946), Transportation of suspended sediment by water, Trans. Am. Soc. Civ. Eng., 111, 67-133.
56. Vanoni, V. A. (1975), Sedimentation Engineering, Am. Soc. of Civ. Eng., Reston, Va.
57. Wang, D. (2000), On the spatial structure of low-speed streaks and particle motion in the wall region of turbulent open channel flow (in Chinese), Ph.D. thesis, Tsinghua Univ., Beijing.
58. Wang, G. Q., and J. R. Ni (1991), The kinetic theory for dilute solid/liquid two-phase flow, Int. J. Multiphase Flow, 17(2), 273-281.
59. Wang, S. S. Y., and S. E. Adeff (1986), Three-dimensional modeling of river sedimentation processes, in Third International Symposium on River Sedimentation, edited by S. Y. Wang, H. W. Shen, and L. Z. Ding, pp. 1496-1505, Univ. of Miss., Jacksonville.
60. Wang, X., and N. Qian (1989), Turbulence characteristics of sediment-laden flows, J. Hydraul Eng., 115(6), 781-799.
61. Wei, T., and W. W. Wilmarth (1991), Examination of v-velocity fluctuations in a turbulent channel flow in the context of sediment transport, J. Fluid Mech., 223, 241-252.
62. White, F. M. (1991), Viscous Fluid Flow, McGraw-Hill, New York.
63. Wu, B., S. S. Y. Wang, and Y. Jia (2000), Nonuniform sediment transport in alluvial rivers, J. Hydraul Res., 38(6), 427-434.
64. Yarin, L. P., and G. Hetsroni (1994), Turbulence intensity in dilute two-phase flows - 3: The particles-turbulence interaction in dilute two-phase flow, Int. J. Multiphase Flow, 20(1), 27-44.
65. Yu, K. (2004), Particle tracking of suspended-sediment velocities in open-channel flow, Ph.D. dissertation, Univ. of Iowa, Iowa City.
66. Zedler, E. A., and R. L. Street (2001), Large-eddy simulation of sediment transport: Currents over ripples, J. Hydraul. Eng., 127(6), 444-452.