Theoretical analysis of pollutant mixing zone considering lateral distribution of flow velocity and diffusion coefficient.

作者: Zhouhu Wu , Wen Wu

DOI: 10.1007/S11356-018-2746-Z

关键词:

摘要: Theoretical formulae have shown significant advantages in describing the characteristic geometric scales of pollutant mixing zone (PMZ) formed by offshore discharged a single general form. They, however, fail to predict influence lateral inhomogeneity river flow because constant velocity and diffusion coefficient are assumed during derivation. The realistic is fitted an exponential law this study proposed same Similar idea has been used previous studies on vertical dispersion scalar lower atmosphere. Pollutant from steady onshore point source into wide straight open channel examined characterize concentration taking consideration these variations. maximum length, width its corresponding longitudinal position, as well area PMZ derived. A non-dimensional standard curve equation for isoconcentration boundary also obtained. results show that shape dimensionless depends only constants laws. profiles fit near-shore give good prediction, while ones match entire range up center underpredict significantly. These findings great importance practitioners geometry rivers water quality modeling.

参考文章(23)
Hugo B Fischer, None, Mixing in Inland and Coastal Waters ,(2012)
Arthur C. Miller, Everett V. Richardson, Diffusion and Dispersion in Open Channel Flow Journal of Hydraulic Engineering. ,vol. 100, pp. 159- 171 ,(1974) , 10.1061/JYCEAJ.0003852
B G Krishnappan, Y L Lau, Transverse Dispersion in Rectangular Channels Journal of Hydraulic Engineering. ,vol. 103, pp. 1173- 1189 ,(1977) , 10.1061/JYCEAJ.0004851
Edward R. Holley, Gerrit Abraham, Field Tests of Transverse Mixing in Rivers Journal of Hydraulic Engineering. ,vol. 99, pp. 2313- 2331 ,(1973) , 10.1061/JYCEAJ.0003834
J. W. Elder, The dispersion of marked fluid in turbulent shear flow Journal of Fluid Mechanics. ,vol. 5, pp. 544- 560 ,(1959) , 10.1017/S0022112059000374
Hugo B. Fischer, Tetsuya Hanamura, The effect of roughness strips on transverse mixing in hydraulic models Water Resources Research. ,vol. 11, pp. 362- 364 ,(1975) , 10.1029/WR011I002P00362
Wu-Seng Lung, Mixing-Zone Modeling for Toxic Waste-Load Allocations Journal of Environmental Engineering. ,vol. 121, pp. 839- 842 ,(1995) , 10.1061/(ASCE)0733-9372(1995)121:11(839)
Gisbert Webel, Michael Schatzmann, Transverse Mixing in Open Channel Flow Journal of Hydraulic Engineering. ,vol. 110, pp. 423- 435 ,(1984) , 10.1061/(ASCE)0733-9429(1984)110:4(423)
Zhi-Qiang Deng, Hoon-Shin Jung, Scaling dispersion model for pollutant transport in rivers Environmental Modelling and Software. ,vol. 24, pp. 627- 631 ,(2009) , 10.1016/J.ENVSOFT.2008.10.007
Kyong Oh Baek, Il Won Seo, Routing procedures for observed dispersion coefficients in two-dimensional river mixing Advances in Water Resources. ,vol. 33, pp. 1551- 1559 ,(2010) , 10.1016/J.ADVWATRES.2010.09.005