Research Article
Feb 1971
Theoretical Analysis of Activated Sludge Dynamics
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VIEW THE REPLYPublication: Journal of the Sanitary Engineering Division
Volume 97, Issue 1
Abstract
A mathematical model of the completely mixed activated sludge process was subjected to analog computer simulation in an attempt to characterize progress response to perturbations of input flow rate, input BOD concentration, and sludge recycle ratio. All parameter values used were typical of those reported in the literature. Response was measured as the speed with which the system adjusted to a given disturbance. Results indicate that the effluent BOD concentration should be a predictable function of the influent BOD mass rate, for a given operating state. From the standpoint of process control, results indicate that control can best be achieved through modulation of influent flow rate. Control through adjustment of sludge recycle was found to be the least effective. Implications of the findings to alternative process designs are discussed.
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Published In
Journal of the Sanitary Engineering Division
Volume 97 • Issue 1 • February 1971
Pages: 1 - 17
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Feb 1971
Published online: Feb 12, 2021
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Authors
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Charles R. Ott, M.ASCE
Asst. Prof. of Civ. Engrg., Clarkson College of Technology, Potsdam, N.Y.
Richard H. Bogan, M.ASCE
Prof. of Civ. Engrg., Univ. of Washington, Seattle, Wash.
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