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Oct 1, 2001

Rotating-Perforated-Tubes Biofilm Reactor for High-Strength Wastewater Treatment

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Publication: Journal of Environmental Engineering
Volume 127, Issue 10

Abstract

A rotating-perforated-tubes biofilm reactor was used for treatment of synthetic wastewater at different operating conditions. The biofilm reactor consisted of two sections each having 25 perforated tubes mounted on three perforated discs. The battery of the tubes was rotated with the aid of a shaft and a motor. Effects of major process variables such as feed wastewater flow rate and COD concentration on the system performance were investigated. Kinetics of COD removal was investigated and kinetic constants determined by using the experimental data. An empirical design equation was developed to quantify the system's performance as a function of major process variables.

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References

1.
Andreadakis, A. D. (1987). “Design of multistage rotating biological contactors.”J. Envir. Engrg., ASCE, 113(1), 199–205.
2.
Atkinson, B. ( 1974). Biochemical reactors, Pion Limited, London.
3.
Benefield, L. D., and Randall, C. W. ( 1980). Biological process design for wastewater treatment, Prentice-Hall, Englewood Cliffs, N.J.
4.
Clark, J. H. et al. ( 1978). “Performance of a rotating biological contactor under varying wastewater flow.” J. Water Poll. Control Fedn., 50, 896–911.
5.
Fujie, K., Bravo, H. E., and Kubota, H. ( 1983). “Operational design and power economy of a rotating biological contactor.” Water Res., 17(9), 1153–1162.
6.
Göneç, E., and Harremoes, P. ( 1985). “Nitrification in rotating disc systems-I.” Water Res., 19(9), 119–1127.
7.
Hing, L. C. et al. ( 1976). “Biological nitrification of sludge supernatant by rotating Discs.” J. Water Poll. Control Fedn., 48(1), 25–45.
8.
Kargi, F., and Uygur, A. ( 1997). “Effect of liquid phase aeration on performance of rotating biodisc contractor treating saline wastewater.” Envir. Technol., 18, 623–630.
9.
Kargi, F., and Dinçer, A. R. (1999). “Salt inhibition effects in biological treatment of saline wastewater in RBC.”J. Envir. Engrg., ASCE, 125(10), 966–971.
10.
Kornegay, B. H., and Andrews, J. F. ( 1968). “Kinetics of fixed film biological reactors.” J. Water Poll. Control Fedn., 40(11), 460–468.
11.
La Motta, E. J. ( 1976). “External mass transfer in biological film reactor.” Biotechnol. Bioengrg., 18(10), 1359–1370.
12.
Pan, B., and Hartman, L. (1992). “Activity of biomass in RBC systems treating pulp industrial wastewater.”J. Envir. Engrg., ASCE, 118(5), 744–754.
13.
Poon, C. P. C. et al. ( 1979). “Factors controlling rotating biological contactor performance.” J. Water Poll. Control Fedn., 51, 601–610.
14.
Poon, C. P. C. et al. ( 1981). “Upgrading with rotating biological contactors for ammonia nitrogen removal.” J. Water Poll. Control Fedn., 53(7), 1158–1164.
15.
Rittmann, B. E., and McCarty, P. L. ( 1980). “Model of steady-state biofilm kinetics.” Biotechnol. Bioengrg., 22(11), 2343–2357.
16.
Standard methods for the examination of water and wastewater. (1989). 17th Ed., American Public Health Association, Washington, D.C.
17.
Shieh, W. K. ( 1982). “Mass transfer in a rotating biological contactor.” Water Res., 16(6), 1071–1074.
18.
Trulear, M. G., and Characklis, W. G. ( 1982). “Dynamics of biofilm processes.” J. Water Poll. Control Fedn., 54(9), 1288–1301.
19.
Watanabe, Y. et al. ( 1985). “Mathematical model of simultaneous organic oxidation, nitrification and denitrification in RBC.” Water Sci. Technol., 17, 385–397.
20.
Williamson, K., and McCarty, P. L. ( 1976). “Verification of the biofilm model for bacterial substrate utilization.” J. Water Poll. Control Fedn., 48(2), 281–296.
21.
Wilson, R. W. et al. ( 1980). “Scale-up in rotating biological contactor design.” J. Water Poll. Control Fedn., 52, 610–619.
22.
Wilson, F. ( 1993). “Kinetics and reaction order in rotating biological contactors using TOC.” Water Res., 27, 1423–1429.
23.
Wu, Y. C., Smith, E. D., and Gratz, J. (1981). “Prediction of RBC performance for nitrification.”J. Envir. Engrg., ASCE, 107(4), 635–652.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 127Issue 10October 2001
Pages: 959 - 963

History

Received: Jul 20, 2000
Published online: Oct 1, 2001
Published in print: Oct 2001

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Dept. of Envir. Engrg., Dokuz Eylul Univ., Buca, İzmir, Turkey.
Dept. of Envir. Engrg., Dokuz Eylul Univ., Buca, İzmir, Turkey.

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