TECHNICAL PAPERS
Feb 1, 2009

Experimental Study on Characteristics of Separation Zone in Confluence Zones in Rivers

Publication: Journal of Hydrologic Engineering
Volume 14, Issue 2

Abstract

Confluence zones in rivers are common occurrences in natural rivers, and their flow structures have a great impact on sediment transport and pollutant dispersion in confluence regions. Previous studies mainly focused on two-dimensional properties of the separation zone, and the studies of the variation of the separation zone from the water surface to the bottom are limited. Based on the confluence experiments carried out in a junction flume, the detailed characteristics of the separation zone were analyzed by using the commonly used streamline and the velocity isoline first proposed in this study, respectively. The velocity isoline method is conducted by the longitudinal velocity streamline considering its great impact on flow structure. Based on the analysis of the selected data from experiments, the geometry and the tendency of the separation zone present different forms with variations of distance to the flume bottom. Further, the discharge ratio also influences the separation zone from bed bottom to surface.

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Acknowledgments

The work was partially supported by Program for New Century Excellent Talents in University (Grant No. NCET-06-0792), the National Natural Science Foundation of China (Grant No. NNSFC50409012), and Strategic Research Grant [Grant No. 7002226(BC)], City University of Hong Kong, HKSAR.

References

Best, J. L., and Reid, I. (1984). “Separation zone at open-channel junctions.” J. Hydraul. Eng., 110(11), 1588–1594.
Biron, P., Best, J. L., and Roy, A. G. (1996). “Effects of bed discordance on flow dynamics at open channel confluences.” J. Hydraul. Eng., 122(12), 676–682.
Gurram, S. K., Karki, K. S., and Hager, W. H. (1997). “Subcritical junction flow.” J. Hydraul. Eng., 123(5), 447–455.
Hager, W. H. (1989). “Transitional flow in channel junctions.” J. Hydraul. Eng., 115(2), 243–259.
Hsu, C. C., Lee, W. J., and Chang, C. H. (1998a). “Subcritical open channel junction flow.” J. Hydraul. Eng., 124(8), 847–855.
Hsu, C. C., Wu, F. S., and Lee, W. L. (1998b). “Flow at 90° equal-width open-channel junction.” J. Hydraul. Eng., 124(2), 186–191.
Joy, D. M., and Townsend, R. D. (1981). “Improved flow characteristics at a 90° channel confluence.” Proc., 5th Canadian Hydrotechnical Conf., Canadian Society for Civil Engineering, National Research Council Press, Ottawa, 781–799.
Knight, D., and Mallinson, G. (1996). “Visualizing unstructured flow data using dual stream functions.” IEEE Trans. Vis. Comput. Graph., 2(4), 355–363.
Kumar, S. G. (1993). “Transitional flow in channel junctions.” J. Hydraul. Res., 31(5), 601–604.
Lin, J. D., and Soong, H. K. (1979). “Junction losses in open-channel flows.” Water Res., 15(2), 414–418.
Liu, T. H. (2005). “Experimental study on hydrodynamic characteristics and sediment motion at mountain confluent river.” MPhil thesis, Sichuan Univ., Chendu, China (in Chinese).
Modi, P. N., Dandekar, M. M., and Ariel, P. D. (1981). “Conformal mapping for channel junction flow.” J. Hydr. Div., 107(12), 1713–1733.
Ramamurthy, A. S., Carballada, L. B., and Tran, D. M. (1988). “Combining open-channel flow at right-angled junctions.” J. Hydraul. Eng., 114(12), 1449–1460.
Taylor, E. H. (1944). “Flow characteristics at rectangular open channel junction.” Trans. Am. Soc. Civ. Eng., 109, 893–902.
Wang, X. K., Wang, X. Y., Lu, W. Z., and Liu, T. H. (2006). “Experimental study on flow structure at open channel confluences.” J. Sichuan Univ., 38(2), 1–5 (in Chinese).
Wang, X. K., and Yang, Q. Y. (2007). “Experimental study on mechanism between pebble movement and small-scale bedforms in the confluent environment.” Annual Rep., NSFC-Project No. 50409012, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., China.
Webber, N. B., and Greated, C. A. (1996). “An investigation of flow behavior at the junction of rectangle channels.” Proc. Inst. of Civ. Eng. (UK), 34, 321–334.
Weber, L. J., Eric, D. S., and Nicola, M. (2001). “Experiments on flow at a 90° open-channel junction.” J. Hydraul. Eng., 127(5), 340–350.
Xu, X. P., Peng, W. Q., and Li, W. (1993). “Experimental study for geometrical characteristics of the open channel junction with right angle.” J. Wuhan Univ. Hydr. and Electric Eng., 36(2), 638–645 (in Chinese).

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 14Issue 2February 2009
Pages: 166 - 171

History

Received: Aug 26, 2007
Accepted: Apr 29, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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Authors

Affiliations

Yang Qing-Yuan
MPhil Student, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China.
Wang Xian-Ye
Ph.D. Student, Dept. of Building and Construction, City Univ. of Hong Kong, Hong Kong, China.
Lu Wei-Zhen [email protected]
Associate Professor, Dept. of Building and Construction, City Univ. of Hong Kong, Hong Kong, China. E-mail: [email protected]
Wang Xie-Kang
Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu 610065, China.

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