TECHNICAL NOTES
Apr 27, 2010

Estimation of the Washout Depth of Fine Sediments from a Granular Bed

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Publication: Journal of Hydraulic Engineering
Volume 136, Issue 10

Abstract

An exponential distribution of the bed-pressure fluctuations is used to estimate the depth within a porous gravel bed from which fine sediment of a given size can be removed. The coarsest grain size of the fine sediment that might be washed out is of O(101) in relation to both the gravel grain size and the equivalent grain roughness. A higher equivalent grain roughness results to a larger absolute cleaning depth, whereas the averaged gravel grain size is seen to be less important. The results are successfully tested for plausibility against the grain size distributions of an armored gravel bed and its underlaying bimodal layer as found in situ in the river Rhine. However, qualitative and quantitative experimental data for an in-depth validation remain to be performed.

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Acknowledgments

The participation of the second writer was made possible by funding from the National Center for Earth-surface Dynamics, a Science and Technology Center of the U.S. National Science Foundation.NSF

References

Bagnold, R. A. (1966). “An approach to the sediment transport problem from general physics.” US Geol. Survey Prof. Paper., Washington, D.C., 422-I(964), 235–297.
Detert, M., Weitbrecht, V., and Jirka, G. H. (2010). “Laboratory measurements on turbulent pressure fluctuations in and above gravel beds.” J. Hydraul. Eng., 136(10), 779–789.
Dietrich, W. E. (1982). “Settling velocity of natural particles.” Water Resour. Res., 18(6), 1615–1626.
Kondolf, G. M., and Wilcock, P. R. (1996). “The Flushing Flow Problem: Defining and Evaluating Objectives.” Water Resour. Res., 32(8), 2589–2599.
Parker, G., Solari, L., and Seminara, G. (2003). “Bedload at low Shields stress on arbitrarily sloping beds: Alternative entrainment formulation.” Water Resour. Res., 39(7), 1183.
Wu, F. -C., and Chou, Y. -J. (2003). “Simulation of gravel-sand bed response to flushing flows using a two-fraction entrainment approach: Model development and flume experiment.” Water Resour. Res., 39(8), 1211.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 136Issue 10October 2010
Pages: 790 - 793

History

Received: Mar 3, 2009
Accepted: Apr 23, 2010
Published online: Apr 27, 2010
Published in print: Oct 2010

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Authors

Affiliations

Martin Detert
Postdoctoral Hydraulic Engineer and Researcher, VAW, ETH Zurich, Zurich, Switzerland; formerly, Institute for Hydromechanics, Univ. of Karlsruhe, Germany.
Gary Parker, M.ASCE
Professor, Dept. of Civil and Environmental Engineering (VTC Hydrosystems Laboratory) and Dept. of Geology, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

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