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2012 | 21 | 4 |
Tytuł artykułu

Mathematical modelling of an oil refinery WWTP

Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Activated Sludge Model No. 1 (ASM1) was used in the modeling of an activated sludge system treating effluents from an oil refinery. The measurements of the diurnal variation in wastewater flow and composition at the wastewater treatment plant inlet and outlet were carried out. The calibrated model predicting the influence of changes in the wastewater composition and the operational parameters on the effluent wastewater quality and the related operational costs is available. A calibration technique based on the heuristic method was applied. The model was used to analyze the influence of changes in wastewater flow and composition as well as different aeration systems on the process performance. The results of dynamic simulations indicate that the verified dynamic mathematical model is a useful supporting tool for optimizing operational parameter values and operational costs. The presented results are for illustration purposes only and are not intended as instructions for the operation of a wastewater treatment plant.
Wydawca
-
Rocznik
Tom
21
Numer
4
Opis fizyczny
p.845-853,fig.,ref.
Twórcy
autor
  • Department of Environmental Engineering, Institute of Chemical and Environmental Engineering, Faculty of Chemical and Food Technology, Slovak University of Technology, Radlinskeho 9, 812 37 Bratislava, Slovakia
autor
autor
Bibliografia
  • 1. GREENBERG A.E., CLESCERI L. S., EATON A. (Eds.) Standard Methods for the examination of water and wastewater. 22nd Edition. John Wiley & Sons: Washington DC, 2005.
  • 2. HENZE M., GRADY Jr. C.P.L., GUJER W., MARIS G.R., MATSUO T. Activated sludge model No. 1. Scientific and technical report No. 1. IAWPRC: London, 1987.
  • 3. PETERSEN B., GERNAEY K., HENZE M., VANROLLEGHEM RA. Evaluation of an ASM1 model calibration procedure on a municipal-industrial wastewater treatment plant. Journal of Hydroinformatics. 04, 1, 2002.
  • 4. BURY S.J., GROOT C.K., HÜRTH C., HARDT N. Dynamic simulation of chemical industry wastewater treatment plants, Wat. Sei. Tech. 45, (4-5), 355, 2002.
  • 5. COEN F., VANDERHAEGEN B., BOONEN, I., VANROLLEGHEM P.A., VAN MEENEN P. Improved design and control of industrial and municipal nutrient removal plants using dynamic models. Wat. Sci. Tech 35, (10), 53, 1997.
  • 6. MELCER H, DOLD P.L., JONES R.M., BYE Ch.M., STENSEL H.D., WILSON A.W., SUN P., BURY S. Methods for wastewater characterization in activated sludge modelling. IWA Publishing: London, 2003.
  • 7. PINZÓN PARDO A.L., BRDJANOVIC D., MOUSSA M.S., LÓPEZ-VÁZQUEZ C.M., MEIJER S.C.F., VAN STRATEN H.H.A., JANSEN A.J.H., AMY G., VAN LOOSDRECHT M.C.M. Modelling of an oil refinery wastewater treatment plant. Environ. Technol. 28, 1273, 2007.
  • 8., EAWAG. Dynamic simulation software for biological wastewater treatment modelling. ASIM 4.0, Holinger: Berne, 2006.
  • 9. HENZE M., HARREMOËS P., JANSEN J. C, ARVIN E. Wastewater treatment. Biological and chemical processes. Springer-Verlag: Berlin, 1995.
  • 10. DERCO J., KOVÁCS A. Utilization of simulation programs for design of biological units for nitrogen removal. Chem. Pap. 56, (2), 117, 2002.
  • 11. HLAVÍNEK P., MIČÍN J, PRAX P. Handbook of wastewater collection and treatment, Vyd. NOEL: Brno, 2001 [In Czech],
  • 12. DRTIL M„ HUTŇAN M. Technological project. Wastewater treatment processes and technologies. Vyd. NOI: Bratislava, 2007 [In Slovak].
  • 13. Regulation of the Government of the Slovak Republic N° 296/2005: Quality objectives of surface waters and on limit values for pollution indicators of waste waters and special waters. 2005 [In Slovak].
  • 14. Council Directive 91/271/EEC on Urban Waste Water Treatment. 1991.
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.agro-3b4208bf-b03e-45cf-a846-cd0ac157beec
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