TECHNICAL PAPERS
Apr 19, 2010

Nonintrusive Method for Detecting Particle Movement Characteristics near Threshold Flow Conditions

Publication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 11

Abstract

Bed-load measurements comprise an important component in the development of reliable formulas, in an effort to obtain the necessary constitutive relations between the amount of transported material and flow parameters. The uncertainty of such measurements is rather well known, being much more pronounced at lower transport rates. This uncertainty stems from the multitude of factors affecting bed-load transport and the lack of available trustworthy measuring technologies. Predictions of the limiting case of nearly zero bed-load transport, typically reported in literature as threshold of motion or critical condition, are even more challenging. The purpose of this contribution is twofold. First, to examine the sensitivity of bed-load transport measurements at conditions moderately higher than critical, to the presence of a rather unobtrusive trap, designed through several iterations. Even under relatively simple laboratory flume channel and flow conditions, it proved difficult to measure the bed-load transport rate in a completely unbiased way. Second, to develop a methodology, together with the appropriate instrumentation, for determining the condition of incipient motion. The nonintrusive approach described here proved to be reliable in detecting even the slightest movements of a particle. At the same time, it demonstrates the complexity of the problem due to the highly fluctuating nature of turbulent flow.

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Acknowledgments

The support of the National Science Foundation (Grant No. NSFEAR-0439663) for the study presented here is gratefully acknowledged.

References

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 136Issue 11November 2010
Pages: 774 - 780

History

Received: Aug 1, 2009
Accepted: Apr 1, 2010
Published online: Apr 19, 2010
Published in print: Nov 2010

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Authors

Affiliations

P. Diplas, M.ASCE
Professor and Director, Dept. of Civil and Environmental Engineering, Baker Environmental Hydraulics Laboratory, Virginia Tech, Blacksburg, VA 24061 (corresponding author).
A. O. Celik, S.M.ASCE
Research Assistant, Dept. of Civil Engineering, Iki Eylul Campus, Anadolu University, Eskisehir 26555, Turkey; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Baker Environmental Hydraulics Laboratory, Virginia Tech, Blacksburg, VA 24061.
C. L. Dancey
Associate Professor, Dept. of Mechanical Engineering, Baker Environmental Hydraulics Laboratory, Virginia Tech, Blacksburg, VA 24061.
M. Valyrakis, S.M.ASCE
Graduate Student, Dept. of Civil and Environmental Engineering, Baker Environmental Hydraulics Laboratory, Virginia Tech, Blacksburg, VA 24061.

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