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Random walk model applicable to rivers Vine, Jason

Abstract

The disposal of waste effluent from industrial and municipal sources into rivers for the purpose of dilution is a common practice. Dilution occurs in the near-field due to specifics of the diffuser design, and in the mid-field due to parameters of the ambient environment. The ability to predict downstream dilution is of interest to regulatory officials and engineers who wish to design such disposal systems. A random walk model has been developed which is geared towards use in rivers. The model only performs mid-field calculations, however the potential exists to accept the results from a near-field model as input. The model attempts to account for the major velocity structures that occur in an open channel, including transverse and vertical shear, secondary currents due to flow through a bend, and turbulent fluctuations. Equations describing such phenomena are obtained from the literature. Laboratory experiments are conducted to verify the validity of some of these equations. As expected from theory, the research confirms that random walk modelling predicts the same results as Fickian diffusion. Arguments are presented as to the choice of a suitable timestep for use with a random walk model. Several key parameters of the random walk are identified, and their effect on the stability and accuracy of the model results are examined. The model is applied to the disposal of effluent from a pulp and paper mill located in Prince George, B.C. Results agree acceptably with a popular diffusion model as well as with digital imagery of the plume. Plots of plume width and dilution are produced for various river flow rates which may be expected at Prince George.

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