TECHNICAL PAPERS
Dec 1, 1996

Parametric Sensitivity of Comprehensive Model of Aerobic Fluidized-Bed Biofilm Process

Publication: Journal of Environmental Engineering
Volume 122, Issue 12

Abstract

A theoretical model describing the various kinetic reactions occurring in a biological fluidized-bed reactor is presented. It covers both the unsteady and steady conditions of the process, taking into account the bulk liquid biomass activity and adopting Rittmann's (1982) shearing model. It is the result of four mass balance equations dealing with the state of the process. The state was defined by: (1) the substrate in bulk liquid medium; (2) the substrate in the biofilm; (3) the suspended microorganisms in the bulk liquid medium; and (4) the microorganisms attached to the solid media. The sensitivity of each of the four state variables to various biological parameters, and system design variables were investigated at steady-state conditions. The sensitivity analysis showed that the main factors affecting the process state variables were fluidization velocity, size of the solid media, initial bed porosity, specific yield, and a maximum rate of substrate utilization.

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References

1.
Bhaskar, G. V.(1991). “Approximate analytical solutions for a biofilm reactor model with monod kinetics and product inhibition.”Canadian J. Chemical Engrg., 69(2), 544.
2.
Bignami, L.(1991). “Modeling and experiments on fluidized-bed biofilm reactors.”Water Sci. and Technol., 24(7), 47.
3.
ElMaleh, S., and Grasmick, A. (1985). “Mathematical models for biological aerobic fluidized bed reactor.”Mathematical models in biological wastewater treatment, S. E. Jergensen and M. J. Grasmiec, eds., Elsevier Publishers, New York, N.Y.
4.
Fan et al.(1987). “Characteristics of draft tube gas-liquid-solid fluidized-bed bioreactor with immobilized living cells for phenol degradation.”Biotechnol. and Bioengrg., 30, 498–504.
5.
Golla, P. S.(1990). “Simple solutions for steady state biofilm reactors.”J. Envir. Engrg., ASCE, 116(5), 829–836.
6.
Jeris, J. S., Owens, R. W., and Flood, F. (1981). “Secondary treatment of municipal wastewater with fluidized bed technology.”Biological fluidized bed treatment of water and wastewater, P. F. Cooper and B. Atkinson, eds., Ellis Horwood Ltd., Chichester, England.
7.
Kim, B. R.(1992). “Approximate solution for a fluidized-bed biofilm model.”Water Res., 26(9), 1271.
8.
Metcalf and Eddy, Inc. (1984). Wastewater engineering: treatment/disposal/reuse, 2nd Ed., McGraw-Hill Book Co., Inc., New York, N.Y.
9.
Nutt, S. G., Stephenson, J. P., and Pries, J. H. (1981). “Steady non-steady state performance of the aerobic (oxygenic) biological fluidized bed.”Biological fluidized bed treatment of water and wastewater, P. F. Cooper and B. Atkinson, eds., Ellis Horwood, Ltd., Chichester, England.
10.
Reid, R. C. (1977). The properties of gases and liquids, 3rd Ed., McGraw-Hill Book Co., Inc., New York, N.Y.
11.
Rittmann, B. E.(1982). “The effect of shear stress on biofilm loss rate.”Biotechnol. Bioengrg., 24(2), 501–506.
12.
Shieh, W. K., Sutton, P. M., and Kos, P.(1981). “Predicting reactor biomass concentration in a fluidized bed system.”J. Water Pollution Control Fedn., 53(11), 1574.
13.
Shieh, W. K., and Keenan, J. D. (1986). “Fluidized bed biofilm reactor for wastewater treatment.”Advances in Biochemical Engineering/Biotechnology, A. Fiechter, ed., Springer-Verlag KG, Berlin, Germany, 131.
14.
Shieh, W. K., and Li, C. T.(1989). “Performance and kinetic of aerated fluidized bed biofilm reactor.”J. Envir. Engrg., ASCE, 115(1), 65.
15.
Weber, W. J. (1972). Physiochemical processes . Wiley-Intersciences New York, N.Y.
16.
Zhang, T. C., and Bishop, P. L. (1993). “Structure, activity and composition of biofilms.”Proc., 1st Int. Specialized Conf. on Microorganisms in Activated Sludge and Biofilm Processes, Ministry of Agr., Paris, France.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 122Issue 12December 1996
Pages: 1085 - 1093

History

Published online: Dec 1, 1996
Published in print: Dec 1996

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Authors

Affiliations

A. B. Shahalam, Fellow, ASCE,
Visiting Prof., Dept. of Civ. and Envir. Engrg., American Univ. of Beirut, Lebanon.
R. El-Samra
Grad. Student, Dept. of Civ. and Envir. Engrg., American Univ. of Beirut, Lebanon.
G. M. Ayoub, Member, ASCE,
Prof., Dept. of Civ. and Envir. Engrg., American Univ. of Beirut, Lebanon.
A. Acra
Prof. Emeritus, Dept. of Civ. and Envir. Engrg., American Univ. of Beirut, Lebanon.

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