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Transverse mixing in a trapezoidal compound open channel

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Zeng , Yu-hong, Huai , Wen-xin and Guymer, I. (Ian). (2008) Transverse mixing in a trapezoidal compound open channel. Journal of Hydrodynamics, Volume 20 (Number 5). pp. 645-649. ISSN 1001-6058

Full text not available from this repository.
Official URL: http://dx.doi.org/10.1016/S1001-6058(08)60107-9

Abstract

Transverse mixing characteristics of solute in the open channel flow can provide useful information for river environmental management. The lateral mixing coefficient is a crucial parameter for reproducing the transverse mixing either by numerical simulation or by analytical prediction. Since the solute mixing can be greatly affected by the lateral variations in water depth. mixing coefficient should be determined in each sub-section (i.e., the main channel, side slope and flood plain) separately. In this article. the transverse mixing in a symmetric trapezoidal compound channel was studied based on laboratory measurement of longitudinal and transverse velocity components and lateral distribution of solute concentration. The lateral mixing coefficient was estimated by adopting different Schmidt numbers in different sub-sections divided according to the developing trend of the eddy viscosity, and finally a piecewise linear profile of mixing coefficient was adopted to analytically predict the transverse solute concentration. The comparison between the analytically predicted data and the measuring solute concentration proved that this is an effective way to estimate the lateral mixing in the open channel flow with lateral variations in water depth.

Item Type: Journal Article
Subjects: T Technology > TC Hydraulic engineering. Ocean engineering
Divisions: Faculty of Science > Engineering
Library of Congress Subject Headings (LCSH): Fluid dynamics, Mixing, Hydrodynamics, Open-channel flow, Environmental management, River engineering
Journal or Publication Title: Journal of Hydrodynamics
Publisher: Elsevier Science Inc.
ISSN: 1001-6058
Date: October 2008
Volume: Volume 20
Number: Number 5
Number of Pages: 5
Page Range: pp. 645-649
Identification Number: 10.1016/S1001-6058(08)60107-9
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Restricted or Subscription Access
Funder: Guo jia zi ran ke xue ji jin wei yuan hui (China) [National Natural Science Foundation of China] (NSFC), Dalian li gong da xue [Dalian University of Technology]
Grant number: 50679061 (NSFC), 50709025 (NSFC), Lp0601 (Dalian)
References: [1] RUTHERFORD J. C. River mixing [M]. Chichester, UK: John Wiley and Sons Ltd., 1994. [2] SHIONO K., FENG T. Turbulence measurements of dye concentration and effects of secondary flow on distribution in open channel flows [J]. Journal of Hydraulic Engineering, 2003, 129(5): 373-384. [3] CHAU K. W. Transverse mixing coefficient measurements in an open rectangular channel [J]. Advances in Environmental Research, 2000, 4(4): 287-294. [4] BOXALL J. B., GUYMER I. Estimating transverse mixing coefficient [J]. Water Maritime Engineering, 2001, 148(4): 263-275. [5] MOHAGHEGHA A., KOUCHAKZADEH S. Evaluation of stage-discharge relationship in compound channels[J]. Journal of Hydrodynamics, 2008, 20(1): 81-87. [6] WANG De-guan, CHENG Li. Numerical modelling of compound channel flows[J]. Journal of Hydrodynamics, Ser. B, 2002, 14(4): 106-109. [7] MYERS W. R. C., KNIGHT D. W. and LYNESS J. F. et al. Resistance coefficients for inbank and overbank flows [J]. ICE Proceedings, Water Maritime and Energy, 1999, 136(2): 105-115. [8] XU Wei. lin, KNIGHT D. W. and TANG Xiao-nao. Study on friction factor and eddy viscosity of overbank flows [J]. Advance in Water Science, 2004, 15(6): 723-727 (in Chinese). [9] LIAO H. S., KNIGHT D. W. Analytic stage–discharge formulae for flow in straight trapezoidal open channels [J]. Advances in Water Resources, 2007, 30(11): 2283-2295. [13] HUAI Wen-xin, XIAO Qing-hua and ZENG Yu-hong et al. Behavior of near-field dilution of thermal buoyant jet discharged horizontally in compound open channel[J]. Applied mathematics and mechanics (English Edition), 2008, 29(2): 263-272. [10] TANG X. N., KNIGHT D. W. A general model of lateral depth-averaged velocity distributions for open channel flows [J]. Advances in Water Resources, 2008, 31(5): 846-857. [11] SHIONO K., SCOTT C. F. and KEARNEY D. Prediction of solute transport in a compound channel using turbulence models [J]. Journal of Hydraulic Research, 2003, 41(3): 247-258. [14] SPOONER J., SHIONO K. Modelling of meandering channels for overbank flow[J]. ICE Proceedings, Water and Maritime Engineering, 2003, 156(WM3): 225-233. [15] DENG Z., SINGH V. P. and BENGTSSON L. Longitudinal dispersion coefficient in straight rivers[J]. Journal of Hydraulic Engineering, 2001, 127(11): 919-927. [12] LYNESS J. F., MYERS W. R. C. and WARK J. B. The use of different conveyance calculations for modelling flows in a compact compound channel [J]. Journal of the Institution of Water and Environmental Management, 1997, 11(5): 335-340.
URI: http://wrap.warwick.ac.uk/id/eprint/28682

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