TECHNICAL PAPERS
May 12, 2011

Transverse Mixing in an Unregulated Northern River

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 11

Abstract

Transverse mixing in an unregulated northern river in Canada was studied in different discharge conditions with and without ice cover. The distribution of cumulative discharge was constructed on the basis of river cross-sectional shapes, and a modified streamtube method was proposed to describe transverse mixing. The modified method only uses raw field data to calibrate the modeled concentration profiles and thus, can produce a reliable mixing coefficient even with relatively low-quality field data. The effects of river discharge and ice cover on the transverse mixing coefficient were examined in a fixed study reach. It was found that the transverse mixing coefficient increased approximately linearly with river discharge (from 84 to 960m3/s). The dimensionless transverse mixing coefficient, scaled with river shear velocity and river depth, appeared unaffected (within 14%) by the river discharge in both open-water and ice-covered conditions, and its value was 21% smaller in the ice-covered condition than in the open-water condition.

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Acknowledgments

The authors would like to thank C. Krath, F. Bhuiyan, M. Spafford, Z. Pan, N. Hall, K. Sharma, J. Cai, and A. Camino for their help with the field work; P. Fedun for his support in the lab; and T. McKenna for providing the effluent and diffuser information. The authors gratefully acknowledge the financial support from Natural Sciences and Engineering Research Council of Canada (NSERC)NSERC and China National Program on Water Pollution Control and Management (UNSPECIFIED2011ZX07301-004).

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 11November 2011
Pages: 1426 - 1440

History

Received: Aug 20, 2010
Accepted: May 10, 2011
Published online: May 12, 2011
Published in print: Nov 1, 2011

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Authors

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Wenming Zhang [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2. E-mail: [email protected]
David Z. Zhu, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2; and, Dept. of Civil Engineering, Zhejiang Univ., Zhejiang 310058, China (corresponding author). E-mail: [email protected]

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