Influence of River Sinuosity on the Distribution of Conservative Pollutants
Publication: Journal of Hydrologic Engineering
Volume 17, Issue 12
Abstract
The influence of river sinuosity on the distribution characteristics of pollutants in a wide river is investigated three-dimensionally with a numerical model. It is found that, for a meandering river, the hydrodynamic force strongly controls the distribution of a conservative pollutant in the river. Because of secondary flow at the channel bend, high sinuosity leads to a lighter-than-water pollutant concentrating more on the inner bend apex region at the surface, whereas at the deep near-bed region, it concentrates more on the outer bend apex. For a heavier-than-water pollutant gravity flows in sinuous channels, there are two unique features resulting from the super-elevation and multicell cross-sectional secondary flows with alternate circulation directions: (1) the pollutant is distributed at the bottom more on the inner bend apex region; and (2) more on the outer bend apex region at a depth corresponding to the mixing region of the bottom two secondary flow cells of opposite circulation direction. These findings may assist field investigations in locating the best sampling points and in determining cost-effective measures for accidental or planned river pollution events.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research was supported by the Natural Science Foundation of China (Grant numbers: 40972086, 41172103). In addition, the third author wishes to acknowledge the support of the National Basic Research Program of China (863 Program, Grant No. 2009AA03Z529) and the Program for New Century Excellent Talents in University of China (Grant No. NCET-08-0618).
References
Chang, Y. C. (1971). “Lateral mixing in meandering rivers.” Ph.D. thesis, Univ. of Iowa, Iowa City, IA.
Chau, K. W., and Jiang, Y. W. (2002). “Three-dimensional pollutant transport model for the Pearl River Estuary.” Water Res., 36(8), 2029–2039.
Chau, K. W., and Jiang, Y. W. (2003). “Simulation of transboundary pollutant transport action in the Pearl River Delta.” Chemosphere, 52(9), 1615–1621.
Chen, Q., Tan, K., Zhu, C., and Li, R. (2009). “Development and application of a two-dimensional water quality model for the Daqinghe River Mouth of the Dianchi Lake.” J. Environ. Sci., 21(3), 313–318.
CNN news. 〈http://www.cnn.com/2010/WORLD/asiapcf/07/30/china.floods/index.html〉; (July 30, 2010).
Duan, J. G. (2004). “Simulation of flow and mass dispersion in meandering channels.” J. Hydraul. Eng., 130(10), 964–976.
Hicks, F. E., Jin, Y. C., and Steffler, P. M. (1990). “Flow near sloped bank in curved channel.” J. Hydraul. Eng., 116(1), 55–70.
Hong, H., Chen, W., Xu, L., Wang, X., and Zhang, L. (1999). “Distribution and fate of organochlorine pollutants in the Pearl River Estuary.” Mar. Pollut. Bull., 39(1), 376–382.
Huang, H., Chen, G., and Zhang, Q. F. (2010). “The distribution characteristics of pollutants released at different cross-sectional positions of a river.” Environ. Pollut., 158(5), 1327–1333.
Huang, H., Imran, J., and Pirmez, C. (2005). “Numerical model of turbidity currents with a deforming bottom boundary.” J. Hydraul. Eng., 131(4), 283–293.
Huang, H., Imran, J., and Pirmez, C. (2007). “Numerical modeling of poorly sorted depositional turbidity currents.” J. Geophys. Res., 112, C01014.
Huang, H., Imran, J., and Pirmez, C. (2008). “Numerical study of turbidity currents with sudden-release and sustained-inflow mechanisms.” J. Hydraul. Eng., 134(9), 1199–1209.
Ji, Z. G. (2008). Hydrodynamics and water quality, Wiley, Hoboken, NJ, 437–444.
Kassem, A., and Imran, J. (2004). “Three-dimensional modeling of density current. II. Flow in sinuous confined and unconfined channels.” J. Hydraul. Res., 42(6), 591–602.
Liu, X., Peng, W., He, G., Liu, J., and Wang, Y. (2008). “A coupled model of hydrodynamics and water quality for Yuqiao Reservoir in Haihe River Basin.” J. Hydrodyn., 20(5), 574–582.
McBride, G. B., and Rutherford, J. C. (1984). “Accurate modeling of river pollutant transport.” J. Environ. Eng., 110(4), 808–827.
Pereira, W. E., and Rostad, C. E. (1990). “Occurrence, distributions, and transport of herbicides and their products in the lower Mississippi River and its tributaries.” Environ. Sci. Technol., 24(9), 1400–1406.
Rodi, W. (1984). Turbulence models and their application in hydraulics—A state of the art review, 2nd Ed., International Association for Hydraulic Research (IAHR), Delft, Netherlands.
Stow, C. A., and Borsuk, M. E. (2003). “Assessing TMDL effectiveness using flow-adjusted concentrations: A case study of the Neuse River, North Carolina.” Environ. Sci. Technol., 37(10), 2043–2050.
Yen, C. L. (1967). “Bed configuration and characteristics of subcritical flow in a meandering channel.” Ph.D. thesis, University of Iowa, Iowa City, IA.
Yu, L.-R., and Righetto, A. M. (1998). “Tidal and transport modeling by using turbulence model.” J. Environ. Eng., 124(3), 212–221.
Information & Authors
Information
Published In
Copyright
© 2012 American Society of Civil Engineers.
History
Received: Dec 14, 2010
Accepted: Jan 9, 2012
Published online: Jan 11, 2012
Published in print: Dec 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.