Spatially Variable Dispersion Coefficients in Meandering Channels
Publication: Journal of Hydraulic Engineering
Volume 139, Issue 2
Abstract
To analyze the spatial variability of two-dimensional dispersion coefficients in meandering channels, an observed dispersion tensor was calculated by applying a theoretical equation to the measured velocity profiles of two laboratory channels. From the observed dispersion tensor, local longitudinal and transverse dispersion coefficients were estimated by the least squares method. In both channels, the spatial variation in the dispersion coefficients was found to be strongly dependent on the specific location within the channel, because alternating bends in channels induces the periodic generation of secondary currents that alter the magnitude of transverse dispersion. Dimensionless transverse dispersion coefficients of each measurement section vary from 0.33 to 1.14 for the M1 channel and from 0.63 to 3.40 in the M2 channel around the entrance and apex of the second bend. The maximum negative correlation occurred near the apex of the channels because of the separation of the point of maximum primary velocity and the center of the circulation cells by the complex flow structure in the meandering channel.
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Acknowledgments
This research work was supported by the SIR (Social Infrastructure Research Group for Safe and Sustainable Development) Group of BK21 program. This research work was conducted in the Integrated Research Institute of Construction and Environmental Engineering of Seoul National University, Seoul, Korea. Authors wish to thank Mr. K. H. Sung, and K. H. Lee for carrying out the laboratory experiments. The authors are also grateful to reviewers for detailed and constructive comments on this manuscript.
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Published In
Journal of Hydraulic Engineering
Volume 139 • Issue 2 • February 2013
Pages: 141 - 153
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jun 23, 2011
Accepted: Aug 28, 2012
Published online: Aug 31, 2012
Published in print: Feb 1, 2013
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