Technical Papers
Jul 23, 2012

Velocity of Rolling Bed Load Particles

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 2

Abstract

Experimental measurements of the reach-averaged bed-load particle velocity Vp on smooth and rough plane surfaces were analyzed for particles of different shape, size ds, and density G. Particle types included natural quartz particles (1.2mm<ds<13.6mm at G=2.65), spherical glass marbles (14.5mm<ds<29.3mm at G=2.6), and spherical steel ball bearings (1.6mm<ds<19mm at G=8.02). The velocity of 9,739 individual bed load particles continuously rolling on aluminum plates coated with a layer of sand/gravel (roughness 0<ks<3.4mm) was measured for 356 different conditions. For each flow condition, the reach-averaged particle velocity measurements over a 2 m test reach were repeated at least 15 times to provide mean values and standard deviations. For bed load particles rolling on smooth surfaces (ks=0), it was concluded that (1) Vp is within ±30% of the calculated flow velocity from the vertical velocity profile at the top of the particle; (2) Vp for spheres does not vary much with particle density; and (3) Vp increases slightly with particle size ds, up to approximately 20u*. On rough surfaces (ks>0), for particles of diameter ds continuously rolling on a stationary bed of roughness ks, it was concluded that (1) bed load particles roll in continuous motion in the range 2.5<Vp/u*<12.5; (2) steel particles are much slower than spherical marbles (G=2.6); and (3) the particle velocity increases primarily with a new parameter τ*ks=RhSf/(G1)ks in the range 0.008<τ*ks<0.2 up to a maximum Vp12u*. Spherical particles roll slightly faster than natural particles. In a comparison with a large data set that included 1,018 measurements, the analysis of discrepancy ratios showed that the proposed formula was in good agreement with other measurements from the literature.

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Acknowledgments

The writers would like to sincerely thank B. Blackard and C. Meier for their assistance with the laboratory measurements and the data analysis. We are also grateful to J. Guo and F. Bigillon for their comments and valuable input. Two anonymous reviewers provided numerous suggestions for improvement of this article. Finally, we also would like to thank the Ministry of Education of the Lao People Democratic Republic for the support of the second author.

References

Almedeij, J. H., and Diplas, P. (2003). “Bedload transport in gravel-bed streams with unimodal sediment.” J. Hydraul. Eng., 129(11), 896–904.
Best, J., Bennett, S., Bridge, J., and Leeder, M. (1997). “Turbulence modulation and particle velocities over flat sand beds at low transport rates.” J. Hydraul. Eng., 123(12), 1118–1129.
Bigillon, F. (2001). “Etude du mouvement bidimensionnel d’une particule dans un courant d’eau sur forte pente.” Ph.D. dissertation, Université de Grenoble 1—Joseph Fourier, U.F.R. de Mécanique, Grenoble, France (in French).
Bounvilay, B. (2003). “Transport velocities of bedload particles in rough open channel flows.” Ph.D. dissertation, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO.
Bridge, J. S., and Bennett, S. J. (1992). “A model for the entrainment and transport of sediment grains of mixed sizes, shapes and densities.” Water Res. Resour., 28(2), 337–363.
Bridge, J. S., and Dominic, D. F. (1984). “Bed load grain velocities and sediment transport rates.” Water Res. Resour., 20(4), 476–490.
Bunte, K., Abt, S. R., Potyondy, J. P., and Ryan, S. E. (2004). “Measurement of coarse gravel and cobble transport using portable bedload traps.” J. Hydraul. Eng., 130(9), 879–893.
Byrd, T. C., Furbish, D. J., and Waterburton, J. (2000). “Estimating depth-averaged velocities in rough channels.” Earth Surf. Process. Landforms, 25(2), 167–173.
Chang, S.-Y., and Yen, C.-L. (2002). “Simulation of bed-load dispersion process.” J. Hydraul. Eng., 128(3), 331–342.
Chien, N., and Wan, Z. H. (1983). Sediment transport mechanics, Science Press, Beijing (in Chinese).
Dancey, C. L., Diplas, P., Papanicolaou, A., and Bala, M. (2002). “Probability of individual grain movement and threshold condition.” J. Hydraul. Eng., 128(12), 1069–1075.
de Vries, P. (2002). “Bedload layer thickness and disturbance depth in gravel bed streams.” J. Hydraul. Eng., 128(11), 983–991.
Dixon, M., and Ryan, S. (2000). “Using an underwater video camera for observing bedload transport in mountain stream.” Proc., 7th Interagency Sedimentation Conf., USGS, Washington, DC.
Einstein, H. A. (1950). “The bed load function for sediment transport in open channel flows.”, USDA Soil Conservation Service, Washington DC.
Fernandez Luque, R., and van Beek, R. (1976). “Erosion and transport of bed load sediment.” J. Hydraul. Res., 14(2), 127–144.
Francis, J. R. D. (1973). “Experiments on the motion of solitary grains along the bed of a water stream.” Proc. Roy. Soc. London, Ser. A, 332(1591), 443–471.
Gao, P. (2008). “Transition between two bed-load transport regimes: Saltation and sheet flow.” J. Hydraul. Eng., 134(3), 340–349.
Guo, Q. C., and Jin, Y. C. (2002). “Modeling nonuniform suspended sediment transport in alluvial rivers.” J. Hydraul. Eng., 128(9), 839–847.
Guo, J., Julien, P. Y., and Meroney, R. N. (2005). “Modified log-wake law for zero pressure gradient turbulent boundary layers.” J. Hydraul. Res., 43(4), 421–430.
Habersack, H. M., and Laronne, J. B. (2002). “Evaluation and improvement of bed-load discharge formulas based on Helley-Smith sampling in an alpine gravel bed river.” J. Hydraul. Eng., 128(5), 484–499.
Ippen, A. T., and Verma, R. P. (1955). “Motion of particles on bed of a turbulent stream.” Trans. ASCE, 120(1), 921–938.
Julien, P. Y. (2010). Erosion and sedimentation, 2nd Ed., Cambridge Univ. Press, New York.
Julien, P. Y., and Guo, J. (1997). “Transport velocities of individual particles over smooth open channel bed.”, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO.
Julien, P. Y., Klaassen, G. J., ten Brinke, W. T. M., and Wilbers, A. W. E. (2002). “Case study: Bed resistance of the Rhine River during the 1998 flood.” J. Hydraul. Eng., 128(12) 1042–1050.
Julien, P. Y., Meier, C. I., and Blackard, B. (1995). “Laboratory measurements of bed load particle velocities.”, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO.
Kalinske, A. A. (1942). “Discussion of ‘Settling velocity and flume behavior of no-spherical particles’ by W. C. Krumbein.” Trans. Am. Geophys. Union, 23, 632–633.
Kleinhans, M. G., and van Rijn, L. C. (2002). “Stochastic prediction of sediment transport in sand-gravel bed rivers.” J. Hydraul. Eng., 128(4), 412–425.
Meier, C. I. (1995). “Transport velocities of single bed load grains in hydraulically smooth open channel flow.” M.S. thesis, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO.
Meland, N., and Norrman, J. O. (1966). “Transport velocities of single particles in bed load motion.” Geografiska Annaler, 48A(4), 165–182.
Nezu, I., and Nakagawa, H. (1993). Turbulence in open channel flows, IAHR, Rotterdam, Netherlands.
Nicholas, A. P. (2001). “Computational fluid dynamics modeling of boundary roughness in gravel-bed rivers: An investigation of the effects of random variability in bed elevation.” Earth Surf. Process. Landforms, 26(4), 345–362.
Papanicolaou, A. N., Diplas, P., Bala, M., Dancey, C. L., and Balakrishnan, M. (2001). “Surface roughess effects in near-bed turbulence: Implications to sediment entrainment.” J. Eng. Mech., 127(3), 211–218.
Papanicolaou, A. N., Diplas, P., Balakrishnan, M., and Dancey, C. L. (1999). “Computer vision technique for tracking bedload movement.” J. Comput. Civil Eng., 13(2), 71–79.
Papanicolaou, A. N., Knapp, D., and Strom, K. (2002). “Bedload predictions by using the concept of particle velocity: Applications.” Proc., Hydraulic Measurements and Experimental Methods Specialty Conference (HMEM), ASCE, Reston, VA.
Ramesh, B., Kothyari, U. C., and Murugesan, K. (2011). “Near-bed particle motion over transitionally-rough bed.” J. Hydraul. Res., 49(6), 757–765.
Recking, A., Frey, P., Paquier, A., Belleudy, P., and Champagne, J. Y. (2008). “Bed-load transport flume experiments on steep slopes.” J. Hydraul. Eng., 134(9), 1302–1310.
Rennie, C. D., Millar, R. G., and Church, M. A. (2002). “Measurement of bedload velocity using an acoustic doppler current profiler.” J. Hydraul. Eng., 128(5), 473–483.
Rennie, C. D., Rainville, F., and Kashyap, S. (2007). “Improved estimation of ADCP apparent bed-load velocity using a real-time Kalman filter.” J. Hydraul.Eng., 133(12), 1337–1344.
Roarty, H. J., and Bruno, M. S. (2006). “Laboratory measurements of bed load transport dynamics.” J. Waterway, Coastal, Port, Ocean Eng., 132(3), 199–211.
Steidtmann, J. R. (1982). “Size-density sorting of sand-size spheres during deposition from bedload transport and implications concerning hydraulic equivalence.” Sedimentology, 29(6), 877–883.
Wang, X., Zheng, J., Li, D., and Qu, Z. (2008). “Modification of the Einstein bed-load formula.” J. Hydraul. Eng., 134(9), 1363–1369.
White, F. M. (1991). Viscous flows, 2nd Ed., McGraw-Hill, New York.
Wong, M, Parker, G., de Vries, P., Brown, T. M., and Burges, S. J. (2007). “Experiments on dispersion of tracer stones under lower-regime plane-bed equilibrium bed load transport.” Water Res. Resour., 43(3), W03440.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 2February 2013
Pages: 177 - 186

History

Received: Jul 27, 2010
Accepted: Jul 5, 2012
Published online: Jul 23, 2012
Published in print: Feb 1, 2013

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Authors

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Pierre Y. Julien [email protected]
M.ASCE
Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). E-mail: [email protected]
Bounthanh Bounvilay
Dept. of Civil Engineering, National Univ. of Laos, Vientiane, Lao P.D.R.; formerly, Colorado State Univ., Fort Collins, CO 80523.

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