Technical Papers
Apr 25, 2016

Analysis of Two-Dimensional Mixing in Natural Streams Based on Transient Tracer Tests

Publication: Journal of Hydraulic Engineering
Volume 142, Issue 8

Abstract

To investigate the two-dimensional dispersion characteristics of the dissolved contaminant in natural rivers, tracer experiments were performed based on the instantaneous injection of Rhodamine WT solution into small- to medium-sized rivers in Korea. The relations between the dispersion coefficients and hydraulic and geometric variables of the river were analyzed in depth. The experimental results show that transverse dispersion coefficient tends to increase as the friction term, U/U*, and the channel aspect ratio, W/H, increase. The effect of the channel curvature on the rate of transverse mixing was found to be very distinct in that DT/HU* has a linear relation with UW/U*Rc, even though the slope of the fitted line in the plot of DT/HU* versus UW/U*Rc in a log-log scale was much smaller than the slope of the equation by Yotsukura and Sayre. The longitudinal dispersion coefficient also tends to increase as U/U* and W/H increase. However, DL is rather insensitive to the channel curvature. The values of the longitudinal dispersion coefficient from field studies are much higher than the theoretical value suggested by Elder. The observed longitudinal dispersion coefficient is one order of magnitude larger than Elder’s coefficient, and DL/DT of this study ranges 26.6–332.

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Acknowledgments

This research was supported by a grant (11 Technology Innovation C05) from the Construction Technology Innovation Program funded by Ministry of Land, Infrastructure and Transport and by the Water Quality Control Center of National Institute of Environmental Research (NIER) of the Korean government. This work was conducted at the Engineering Research Institute of Seoul National University in Seoul, Korea. The authors would like to express their gratitude to K. O. Baek for valuable comments on the manuscript.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 142Issue 8August 2016

History

Received: Oct 17, 2014
Accepted: Oct 14, 2015
Published online: Apr 25, 2016
Published in print: Aug 1, 2016
Discussion open until: Sep 25, 2016

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Authors

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Il Won Seo, A.M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 151-744, South Korea. E-mail: [email protected]
Hwang Jeong Choi [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 151-744, South Korea (corresponding author). E-mail: [email protected]
Young Do Kim
Associate Professor, Dept. of Environmental Science and Engineering, Nakdong River Environmental Research Center, Inje Univ., 197 Inje-ro, Gimhae, Gyengnam 50834, South Korea.
Eun Jin Han
Postdoctoral Research Associate, Nakdong River Environmental Research Center, Inje Univ., 197 Inje-ro, Gimhae, Gyengnam 50834, South Korea.

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