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2014 | 6 | 2 | 49-53

Article title

Activated Sludge Systems as Diferential Equations: A Fresh View on the Classical Models for Wastewater Treatment Plants

Title variants

Languages of publication

EN

Abstracts

EN
Present in the theory and practice of wastewater treatment for over 50 years in consistent numbers, activated sludge models are widely used by plant operators. The early stage models, based on differential equations were synthetized and reinterpreted, presenting new insides that can help to a better understanding of the processes involved in the wastewater treatment. A consistent symbology is presented, for a much homogenous perspective, and the obvious similarities between several equations from the models are pointed out. The incomplete information from the models is emphasized, showing their amount of providing supplementary data for plant operators and researchers in the field, as well as the causes leading to their drawbacks and the effects derived from these drawbacks.

Keywords

Publisher

Year

Volume

6

Issue

2

Pages

49-53

Physical description

Dates

published
2014-12-01
online
2015-04-10

Contributors

  • „Lucian Blaga” University of Sibiu, Sibiu, Romania
  • „Lucian Blaga” University of Sibiu, Sibiu, Romania

References

  • 1. Christoulas D.G., Tebbut, T.H.Y., Mathematical model of a complete-mix activated-sludge plant, Water Research, Vol. 10, pp. 797-803 (1976).[Crossref]
  • 2. Eckenfelder, W.W. Jr., Activated sludge and extended aeration, process design in water quality engineering - new concepts and developements, Vanderbilt Univ., Nashville, Tenn. (1971).
  • 3. Gaudy, A.F., Jr., Kincannon, D.F., Comparing design models for activated sludge, Water Sewage Works, Vol. 123 (1977).
  • 4. Gaudy, A.F., Jr., Srinivasaraghavan, R., Experimental studies on kinetic model for design and operation of activated sludge processes, Biotechnology and Bioengineering, Vol. 16 (1974).
  • 5. Gernaey, K. W., Loosdrecht, M. C. M. van, Henze, M., Lind, M., Jorgensen, S. B., Activated sludge wastewater treatment plant modelling and simulation: State of the art, Environmental Modelling & Software, Vol. 19, pp. 763-783 (2004).
  • 6. Goodman B.L., Englande, A.J., Jr., A unified model of the activated sludge process, Journal of Water Pollution Control Federation, Vol. 46 (1974).
  • 7. Grau, P., Dohányos, M., Chudoba, J., Kinetics of multicomponent substrate removal by activated sludge, Water Research, Vol. 9, Nr. 7, pp. 637-642 (1975).[Crossref]
  • 8. Gujer, W., Henze, M., Mino, T., Matsuo, T., Wentzel, M. C., Marais, G.V.R., The activated sludge model no. 2: Biological phosphorus removal, Water Science and Technology, Vol. 31, Nr. 2, pp. 1-11 (1995).[WoS][Crossref]
  • 9. Gujer, W., Henze, M., Mino, T., Loosdrecht, M. van, Activated sludge model no. 3, Water Science and Technology, Vol. 39, Nr. 1, pp. 183-193 (1999).[Crossref]
  • 10. Henze, M., Gujer, W., Mino, T., Matsuo, T., Wentzel, M. C., Marais, G.V.R., Loosdrecht, M. van, Activated sludge model no. 2d, ASM2D, Water Science and Technology, Vol. 39, Nr. 1, pp. 165-182 (1999).[Crossref]
  • 11. Henze, M., Gujer, W., Mino, T., Loosedrecht, M. van, Activated Sludge Models ASM1, ASM2, ASM2d and ASM3, IWA Publishing (2000).
  • 12. Henze, M., Grady, C.P.L., Gujer, W., Marais, G.V.R., Matsuo, T., Activated sludge model no. 1., IAWPRC Task Group on Mathematical Modelling for Design and Operation of Biological Wastewater Treatment Processes, Scientific and Technical Report 1, IAWPRC, London (1986).
  • 13. Henze, M., Grady, C. P. L., Gujer, W., Marais, G. V. R. and Matsuo, T., A general model for single-sludge wastewater treatment systems, Water Research, Vol. 21, nr. 5, pp. 505-515 (1987).[Crossref]
  • 14. Jeppsson, U., Modelling aspects of wastewater treatment processes, Ph.D. Thesis, Lund Institute of Technology (1996).
  • 15. Jones, G.L., A mathematical model for bacterial growth and substrate utilisation in the activated sludge process, in A. James (Ed.), Mathematical models in water pollution control, John Willey and Sons, New York (1978).
  • 16. Lawrence, A.W., McCarty, P.L., Unified theory for biological treatment design and operation, Journal of the Sanitary Engineering Division ASCE, Vol. 96, pp. 757-78 (1970).
  • 17. McKinney, R. E., Mathematics of completely-mixing activated sludge, Journal of ASCE Proceeding (EE), Vol. 88, p. 87 (1962).
  • 18. Ognean, T., Vaicum, L.M., Modelarea proceselor de epurare biologică, Ed. Acad. R.S.R., Bucuresti (1987).
  • 19. Olosutean, H., Oprean, L., Differential or matrix: the activated sludge modeling dilemma, Management of Sustainable Development, Vol. 3, Nr. 2, pp. 51-56 (2011).
  • 20. Oprean, L., Olosutean, H., A new perspective on McKinney’s wastewater model, Transylvanian Review of Systematical and Ecological Research, Vol. 12, pp. 181-192 (2011).
  • 21. Ramanathan, M., Gaudy, A.F., Jr., Steady-state model for activated sludge with constant recycle sludge concentration, Biotechnology and Bioengineering, Vol. 13, pp.125-145 (1971).[Crossref]
  • 22. Sollfrank, U., Gujer, W., Characterisation of domestic wastewater for mathematical modelling of the activated sludge process, Water Science and Technology, Vol. 27, pp. 1057-1066 (1991).
  • 23. Srinivasaraghavan, R., Gaudy, A.F., Jr., Operational performance of an activated sludge process with constant sludge feedback, Journal of the Water Pollution Control Federation, Vol. 47, pp. 1946-1960 (1975).
  • 24. Vanrolleghem P.A., Insel, G., Petersen, B., Sin, G., de Pauw, D., Nopens, I., Dovermann, H., Veijers, S., Gernaey, K.V., A comprehensive model calibration procedure for activated sludge models, Proceedings of the Water Environment Federation, WEFTEC 2003: Session 31 through Session 40, pp. 210-237 (2003).

Document Type

Publication order reference

Identifiers

YADDA identifier

bwmeta1.element.doi-10_1515_msd-2015-0006
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