Hostname: page-component-77c89778f8-vpsfw Total loading time: 0 Render date: 2024-07-21T12:24:28.693Z Has data issue: false hasContentIssue false

Vertical and lateral turbulent dispersion: some experimental results

Published online by Cambridge University Press:  21 April 2006

R. I. Nokes
Affiliation:
Research School of Earth Sciences, Australian National University, Canberra, Australia
I. R. Wood
Affiliation:
Civil Engineering Department, University of Canterbury, Christchurch, New Zealand

Abstract

The results of an experimental programme designed to investigate turbulent dispersion of a continuous contaminant source in a wide channel are presented. Both two-dimensional vertical dispersion and the determination of the lateral diffusion coefficient are described. The eigenfunction solution to the turbulent diffusion equation, presented in Nokes et al. (1984) and discussed in greater detail in Nokes (1985), is strongly supported by the results of vertical mixing described here. A variety of source locations are examined in this study and the location of the ideal source, predicted by theory, is verified by the experimental results. For the two smooth-bed flows investigated the depth-averaged values of εz, deduced from the rates of lateral spreading of the plume, lie at the lower end of the range of values obtained by other researchers. Considering only the results obtained in wide channels, the authors demonstrate that previously published values of the lateral diffusion coefficient, non-dimensionalized by the shear velocity u* and the flow depth d are independent of all flow parameters except the friction factor f = 8u*/ū where ū is the mean velocity in the flow. Indeed, above a value of f = 0.055 εz/u*d is also found to be independent of f, and takes a value of 0.134. A brief mathematical analysis of the three-dimensional mixing processes in the near-source region is presented, and utilized to investigate the coupling between the lateral and vertical diffusion processes in this region. Based on these mathematical arguments the experimental results imply that the vertical and lateral diffusion processes are essentially uncoupled in the near-source zone, and thus the lateral diffusivity and longitudinal velocity have similar vertical dependence.

Type
Research Article
Copyright
© 1988 Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Coudert, J. F. 1970 A numerical solution of the two-dimensional diffusion equation in a shear flow. W. M. Keck Laboratory of Hydraulics and Water Resources, Tech. Memo. 70–7. California Institute of Technology, Pasadena, CA.
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J. & Brooks, N. H. 1979 Mixing in Inland and Coastal Waters, 1st edn. Academic.
Gabric, A. 1986 An optimal source depth for effluent discharge in turbulent open channel flow. Mar. Pollut. Bull. 17, 6364.Google Scholar
Jobson, H. E. & Sayre, W. W. 1970 Vertical transfer in open channel flow. J. Hydraul. Div. ASCE 96, HY3, 703724.Google Scholar
Lau, Y. L. & Krishnappan, B. G. 1977 Transverse dispersion in rectangular channels. J. Hydraul. Div. ASCE 103, HY10, 11731189.Google Scholar
McNulty, A. J. 1983 Dispersion of a continuous pollutant source in open channel flow. Ph.D. thesis, University of Canterbury, Christchurch, New Zealand, pp. 210.
McNulty, A. J. & Wood, I. R. 1984 A new approach to predicting the dispersion of a continuous pollutant source. J. Hydraul. Res. 22, 2334.Google Scholar
Miller, A. C. & Richardson, E. V. 1974 Diffusion and dispersion in open channel flow. J. Hydraul. Div. ASCE 100, HY1, 159171.Google Scholar
Naot, D. & Rodi, W. 1982 Calculation of secondary currents in channel flow. J. Hydraul. Div. ASCE 108, HY8, 948968.Google Scholar
Nokes, R. I. 1985 Problems in turbulent dispersion, Ph.D. thesis, University of Canterbury, Christchurch, New Zealand, pp. 229.
Nokes, R. I., McNulty, A. J. & Wood, I. R. 1984 Turbulent dispersion from a steady two-dimensional horizontal source. J. Fluid Mech. 149, 147159.Google Scholar
Okoye, J. 1970 Characteristics of transverse mixing in open-channel flows. W. M. Keck Laboratory of Hydraulics and Water Resources, Rep. KH-R-23. California Institute of Technology, Pasadena, CA.
Prych, E. A. 1970 Effects of density differences on lateral mixing in open-channel flows. W. M. Keck Laboratory of Hydraulics and Water Resources Rep. KH-R-21. California Institute of Technology, Pasadena, CA.
Robson, R. E. 1983 On the theory of plume trapping by an elevated inversion. Atmos. Environ. 17, 19231930.Google Scholar
Smith, R. 1982 Where to put a steady discharge in a river. Fluid Mech. 115, 111.Google Scholar
Smith, R. 1985 Should sewage be discharged at the water surface or near the bed? J. Fluid Mech. 152, 443454.Google Scholar
Sullivan, P. J. 1971 Longitudinal dispersion within a two-dimensional turbulent shear flow. J. Fluid Mech. 49, 551578.Google Scholar
Webel, G. & Schatzmann, M. 1984 Transverse mixing in open channel flow. J. Hydraul. Engng, ASCE 110, 423435.Google Scholar
Yeh, G. T. & Tsai, Y. T. 1976 Dispersion of water pollutants in a turbulent shear flow. Water Resources Res. 12, 12651270.Google Scholar