TECHNICAL PAPERS
Jan 1, 2005

Residence Time Distribution Characterization of the Flow Structure in Dissolved Air Flotation

Publication: Journal of Environmental Engineering
Volume 131, Issue 1

Abstract

A numerical and analytical investigation is performed on a dissolved air flotation (DAF) pilot tank by using the residence time distribution (RTD) of the conservative dye rhodamine measured with a fluorometer. The experiments are numerically analyzed with regard to the total volume of the DAF tank separation zone in order to detect differences between observed separation zone flow structures in previous studies. The mean hydraulic detention time, the variance, and the estimated number of completely mixed tanks (Ncstr) in a series model are calculated. The variance is found to relate to the flow structure and the Ncstr is used for characterizing the occurrence of a stratified flow structure, which is beneficial for particle separation by DAF. The result shows a significant difference in RTD depending on expected flow structure. Analytically, a conceptual model is defined by dividing the DAF tank into an upper and a lower layer. In the upper layer, the water flow is horizontal and in the lower the water flow is vertical. The hypothesis is that mixing of the tracer takes place in the upper layer and that there is no significant mixing in the lower layer. Two simple mixing models are evaluated for the upper layer; the completely mixed tanks in series model, characterized by the number of tanks, and the dispersed plug flow model, characterized by the Peclet number. The models show good agreement with the experiments when the stratified flow structure is expected, but less agreement when the flow deviates from the stratified flow structure. The dispersed plug flow model shows the best fit with the experiments. The completely mixed tanks in series model is less sensitive, generating greater changes to the modeled RTD curve, which makes it more difficult to fit the model to the experiments.

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Acknowledgments

The writers would like to express their thanks to Professor Jes la Cour Jansen, Lund Univ., for discussions on the project, Michael Ljunggren, Lund Univ., who assisted in the experiments, Sjölunda Wastewater Treatment Plant, Malmö, Sweden, for technical assistance and the use of its facilities, Professor Lars Bergdahl for discussions on the results and PURAC, Sweden, for providing the DAF pilot plant and financial support. Finally, the writers would like to thank Jan Dahlquist, Purac, Sweden, for discussions, support, and his enthusiasm.

References

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Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 131Issue 1January 2005
Pages: 93 - 101

History

Received: Mar 12, 2002
Accepted: Dec 8, 2003
Published online: Jan 1, 2005
Published in print: Jan 2005

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Notes

Note. Associate Editor: Mark J. Rood

Authors

Affiliations

Måns Lundh
Researcher, Gothenburg Waterworks, Norra Hamngatan 8, 411 14 Göteborg, Sweden. E-mail: [email protected]
Lennart Jönsson
Associated Professor, Lund Univ., Water Resources Engineering, Box 118, 221 00 Lund, Sweden. E-mail: [email protected]

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