Hostname: page-component-cd9895bd7-gvvz8 Total loading time: 0 Render date: 2024-12-22T07:52:58.833Z Has data issue: false hasContentIssue false

The effect of dead zones on longitudinal dispersion in streams

Published online by Cambridge University Press:  21 April 2006

Anton Purnama
Affiliation:
Department of Applied Mathematics and Theoretical Physics, University of Cambridge, Silver Street, Cambridge CB3 9EW, UK

Abstract

Dead zones tend to hold back the downstream travel, to increase the longitudinal spreading and to provide a long tail of low concentration for passive contaminant releases in natural streams. Here it is shown how the presence of a random distribution of dead zones can be accommodated into the method of moments by choosing an appropriate composite averaging. The individual roles of the cross-stream velocity shear, the dead-zones mean volume fraction and the dead-zones probability distribution are clearly revealed in the longitudinal shear-dispersion coefficient. The inevitable deviations from Gaussianity are examined by means of skewness and kurtosis. Simple examples are used to quantify the effects of the dead zones upon contaminant dispersion in Couette flow, pipe and plane Poiseuille flows.

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

Aris, R. 1956 On the dispersion of a solute in a fluid flowing through a tube. Proc. R. Soc. Lond. A 235, 6777.Google Scholar
Aris, R. 1959 The longitudinal diffusion coefficient in flow through a tube with stagnant pockets. Chem. Engng Sci. 11, 194198.Google Scholar
Barton, N. G. 1983 On the method of moments for solute dispersion. J. Fluid Mech. 126, 205218.Google Scholar
Chatwin, P. C. 1970 The approach to normality of the concentration distribution of a solute in a solvent flowing along a straight pipe. J. Fluid Mech. 43, 321352.Google Scholar
Chatwin, P. C. 1973 A calculation illustrating effects of the viscous sub-layer on longitudinal dispersion. Q. J. Mech. Appl. Maths 26, 427439.Google Scholar
Chatwin, P. C. 1980 Presentation of longitudinal dispersion data. Proc. ASCE, J. Hydraul. Div. 106, 7183.Google Scholar
Evans, E. V. & Kenney, C. N. 1966 Gaseous dispersion in laminar flow through a circular tube with mass transfer to a retentive layer. Proc. R. Soc. Lond. A 293, 562572.Google Scholar
Fischer, H. B. 1967 The mechanics of dispersion in natural streams. Proc. ASCE, J. Hydraul. Div. 93, 187216.Google Scholar
Jayaraj, K. & Subramanian, R. S. 1978 On relaxation phenomena in field-flow fractionation. Sep. Sci. Tech. 13, 791817.Google Scholar
Nordin, C. F. & Troutman, B. M. 1980 Longitudinal dispersion in rivers: the persistence of skewness in observed data. Wat. Resour. Res. 16, 123128.Google Scholar
Okubo, A. 1973 Effect of shoreline irregularities on streamwise dispersion in estuaries and other embayments. Neth. J. Sea Resp. 6, 213224.Google Scholar
Smith, R. 1981a A delay-diffusion description for contaminant dispersion. J. Fluid Mech. 105, 469486.Google Scholar
Smith, R. 1981b The importance of discharge siting upon contaminant dispersion in narrow rivers and estuaries. J. Fluid Mech. 108, 4353.Google Scholar
Smith, R. 1982 Gaussian approximation for contaminant dispersion. Q. J. Mech. Appl. Maths 35, 345366.Google Scholar
Smith, R. 1985 When and where to put discharge in an oscillatory flow. J. Fluid Mech. 153, 479499.Google Scholar
Taylor, G. I. 1953 Dispersion of soluble matter in solvent flowing slowly through a tube. Proc. R. Soc. Lond. A 219, 186203.Google Scholar
Turner, G. A. 1958 The flow-structure in packed beds. Chem. Engng Sci. 7, 156165.Google Scholar
Valentine, E. M. & Wood, I. R. 1977 Longitudinal dispersion with dead zones. Proc. ASCE, J. Hydraul. Div. 103, 975990.Google Scholar
Young, P. C. & Wallis, S. G. 1986 The aggregated dead zone (ADZ) model for dispersion in rivers. Intl Conf. on Water Quality Modelling in the Inland Natural Environment, Bournemouth, England, pp. 421433. BHRA.