TECHNICAL NOTES
Dec 20, 2010

Near-Bed Sediment Concentration Distribution and Basic Probability of Sediment Movement

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 10

Abstract

Sediment concentration distribution and the basic probability of sediment movement near the channel bed are two of the most important and fundamental issues in the study of sediments. Based on statistical analysis and considering the transport mechanisms, the rules of sediment concentration distribution near a channel bed are studied. Analytical expressions for the near-bed sediment concentration distribution and mean sediment concentration are derived, and the expression for the mean sediment concentration near the bed is verified by measured data, which were obtained from previous experiments. With the help of statistical theory, the expressions of basic probabilities, i.e., rolling, saltating, and suspending probabilities, for sediment movement near the bed are also derived. The expression for starting probability is verified by the measured data. The verification shows that the results from the proposed expression agree well with the measured data. This research has both theoretical and practical significance for further investigation concerning rules of bed load and suspended sediment transport.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research was financially supported by the National Science Fund for Distinguished Young Scholars (UNSPECIFIED50725930) and Science Fund for Creative Research Groups (UNSPECIFIED51021006).

References

Abbott, J. E., and Francis, J. R. D. (1977). “Saltation and suspension trajectories of solid in a water stream.” Philos. Trans. R. Soc. A, 284, 225–254.
Ancey, C., Böhm, T., Jodeau, M., and Frey, P. (2006). “Statistical description of sediment transport experiments.” Phys. Rev. E, 74, 011302.
Bravo-Espinosa, M., Osterkamp, W. R., and Lopes, V. L. (2003). “Bedload transport in alluvial channels.” J. Hydraul. Eng., 129(10), 783–795.
Brownlie, W. R. (1981). “Compilation of alluvial channel data: Laboratory and field.” Rep. No. KH-R-43B, California Institute of Technology, Pasadena, CA.
Chien, N., and Wan, Z. (1999). Mechanics of sediment transport, ASCE, Reston VA.
Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill, New York.
Einstein, H. A., and Shen, H. W. (1972). Sedimentation: Symposium to honor Professor H. A. Einstein, H. W. Shen, ed., Colorado State Univ., Fort Collins, CO.
Engelund, F., and Fredsøe, J. (1976). “A sediment transport model for straight alluvial channels.” Nord. Hydrol., 7, 293–306.
Francis, J. R. D. (1973). “Experiments on the motions of solitary grain along the bed of a water stream.” Proc. R. Soc. London, Ser. A, 332, 443–471.
Gilbert, G. K. (1914). “The transportation of débris by running water.” U.S. Geol. Surv. Prof. Pap., 86, 263.
Han, Q. W., and He, M. M. (1984). Statistical theory on sediment transport, Science Press, Beijing (in Chinese).
Han, Q. W., and He, M. M. (1999). “Study on state probabilities and the ratio of bed load to suspended load.” J. Hydraul. Eng., 30(10), 7–16 (in Chinese)
Hu, C. H., and Hui, Y. J. (1990a). “Application of high-speed photography technology in sediment research.” J. Sediment Res., (1), 61–66 (in Chinese).
Hu, C. H., and Hui, Y. J. (1990b). “Stochastic feature of parameters of particle saltation.” J. Sediment Res., (4), 1–9 (in Chinese).
Hu, C. H., and Hui, Y. J. (1991). “Experimental study on saltations of solid grains in open channel flow.” J. Hydrodyn. Ser. A, Supplemental issue, 71–81 (in Chinese).
Hu, C. H., and Hui, Y. J. (1995). Mechanics and statistical rule of sediment-laden flow movement in open channels, Science Press, Beijing (in Chinese).
Hu, C. H., Hui, Y. J., and Xia, Z. H. (1992). “Experimental study on saltation of solid grains in flowing water.” Int. J. Sediment Res., 7(2), 23–51.
Liu, C. R., Deng, L. Y., and Huhe, A. D. (2008). “Image measurement of the probability of sediment incipience under complex flow.” J. Hunan Univ. (Nat. Sci.), 35(3), 24–27 (in Chinese).
Murphy, P. J., and Aguirre, E. J. (1985). “Bed load or suspended load.” J. Hydraul. Eng., 111(1), 93–107.
Paintal, A. S. (1971). “A stochastic model of bed load transport.” J. Hydraul. Res., 9(4), 527–554.
Radice, A., Malavasi, S., and Ballio, F. (2006). “Solid transport measurements through image processing.” Exp. Fluids, 41, 721–734.
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.
Roarty, H. J., and Bruno, M. S. (2006). “Laboratory measurements of bed load sediment transport dynamics.” J. Waterway, Port, Coastal, Ocean Eng., 132(3), 199–211.
Rubey, W. W. (1933). “Settling velocities of gravel, sand and silt particles.” Am. J. Sci., s5-25(148), 325–338.
Sun, Z. L. (2000). “Equilibrium bed concentration of non-uniform sediment.” J. Hydraul. Eng., 31(10), 82–86 (in Chinese).
Tsujimoto, J., and Nakagawa, H. (1983). “Stochastic study on successive saltation by flowing water.” Proc., 2nd Int. Symp. on River Sedimentation, Westview, Boulder, CO, 187–201.
van Rijn, L. C. (1984). “Sediment transport Part I: Bed load transport.” J. Hydraul. Eng., 110(10), 1431–1456.
White, B. R., and Shulz, J. C. (1977). “Magnus effect in saltation.” J. Fluid Mech., 81(3), 497–512.
Xia, H. Y. (2004). “A formula for equilibrium concentration of suspended sediment at near-bottom reference level: Modifications of Lane and Kalinske’s type model.” J. Hydrodyn. Ser. A, 19(3), 321–330 (in Chinese).
Zhong, D. Y., and Zhang, H. W. (2006). “Equilibrium bed concentration of suspended sediment.” J. Hydraul. Eng., 37(7), 789–794 (in Chinese).

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 10October 2011
Pages: 1269 - 1275

History

Received: Sep 22, 2009
Accepted: Dec 17, 2010
Published online: Dec 20, 2010
Published in print: Oct 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Chunhong Hu [email protected]
Professor and Vice President, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research (IWHR), Beijing 100038, China; and Secretary General, International Research and Training Center on Erosion and Sedimentation (IRTCES), Beijing 100048, China. E-mail: [email protected]
Qingchao Guo [email protected]
Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research (IWHR), Beijing 100048, China (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share