Effect of non-uniform currents and depth variations upon steady discharges in shallow water

Author:

Smith Ronald

Abstract

When advection dominates diffusion, there are special directions (rays), distinct from but closely related to the contaminant flux vector, along which information is carried. The geometry of these ray paths is found to depend in a simple way upon the advection-diffusion vector ½u/D, where u is the flow velocity and D the cross-stream diffusivity. Simple models are used to show that for a steady point discharge the contaminant concentration is greatest in shallow water and towards the outside of bends.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference5 articles.

1. Courant, R. & Hilbert, D. 1962 Methods of Mathematical Physics, vol. 2. Interscience, New York.

2. Elder, J. W. 1959 The dispersion of marked fluid in turbulent shear flow.J. Fluid Mech. 5,544–560.

3. Kay, A. 1982 The effect of cross-stream depth variations upon contaminant dispersion in a vertically well-mixed current. Proc. A.S.C.E., J. Hydraul. Div . (submitted).

4. Cohen, J. K. & Lewis, R. M. 1967 A ray method for the asymptotic solution of the diffusion equation.J. Inst. Math. Applic. 3,266–290.

5. Smith, R. 1976 Longitudinal dispersion of a buoyant contaminant in a shallow channel.J. Fluid Mech. 78,677–688.

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