TECHNICAL PAPERS
May 1, 1992

Gas Phase Control for Oxygen‐Activated Sludge

Publication: Journal of Environmental Engineering
Volume 118, Issue 3

Abstract

A dynamic model that describes gas transfer in the oxygen‐activated sludge process was used to compare four gas phase control strategies under dry and wet weather flow conditions. Typical influent flows and oxygen uptake rates for the treatment plant at Hot Springs, Arkansas, were used for simulation purposes, The conventional control scheme was shown to be sensitive to sudden changes in the reactor liquid level during wet weather flows, and it was unable to prevent dissolved oxygen (DO) depletion when operating with relatively low levels of oxygen in the exit gas. The vacuum exhaust control (VEC) strategy, which utilizes an exhaust apparatus to control the effluent mixed liquor DO, was found to provide more stable oxygen feed and effluent DO during wet weather flows. Two other control strategies, which use measurements of the effluent mixed liquor DO to control the oxygen feed, were found to have results similar to the VEC strategy, but they generally had larger pressure variations. For both dry and wet weather flows, the alternative control strategies required approximately 10% less oxygen feed than the conventional control scheme.

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References

1.
Advanced continuous simulation language, user guide/reference manual. (1981). 3rd Ed., Mitchell and Gauthier Assoc., Inc., Concord, Mass.
2.
Albertsson, J. G., Grunert, W. E., Nehov, N. T., and Scaccia, C. (1978). “Oxygenation equipment and reactor design for UNOX systems.” The use of high‐purity oxygen in the activated sludge process, Vol. II, J. R. McWhirter, ed., Chemical Rubber Company Press, Inc., Cleveland, Ohio, 235–260.
3.
Clifft, R. C., and Andrews, J. F. (1986). “Gas‐liquid interactions in oxygen activated sludge.” J. Envir. Engrg. Div., ASCE, 112(1), 61–77.
4.
Clifft, R. C., Andrews, J. F., and Garrett, M. T. (1983). “Minimization of energy consumption in the oxygen activated sludge process.” Conf. Proc., Energy Savings in Water Pollution Control, International Association on Water Pollution Research and Control, London, United Kingdom, 405–422.
5.
Clifft, R. C., and Barnett, M. W. (1988). “Gas transfer kinetics in oxygen activated sludge.” J. Envir. Engrg. Div., ASCE, 114(2), 415–432.
6.
Clifft, R. C., and Garrett, M. T. (1988). “Improved oxygen dissolution control for oxygen activated sludge.” Water Sci. Tech., 20(4), 101–108.
7.
Davis, V. T., Kilner, A. A., and Ratcliff, G. A. (1964). “The effect of diffusivities and surface films on rates of gas absorption.” Chem. Engrg. Sci., 19(8), 503–590.
8.
Deshpande, P. B., and Ash, R. H. (1981). Elements of computer process control with advanced control applications. Instrument Society of America, Research Triangle Park, N.C.
9.
Norman, T., Borchart, R. J., Garrett, M. T., Ahmad, Z., and Hayre, G. (1985). “Startup and interim operation of Houston's 69th Street wastewater complex.” Conf. Proc., Instrumentation and Control of Water and Wastewater Treatment and Transport Systems, International Association on Water Pollution Research and Control, Houston, Texas, 359–365.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 118Issue 3May 1992
Pages: 390 - 401

History

Published online: May 1, 1992
Published in print: May 1992

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Authors

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R. C. Clifft, Member, ASCE
Prof. of Civ. Engrg., Arkansas State Univ., P.O. Box 1740, State University, AR 72467

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