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Improving the operation of the full scale wastewater treatment plant with use of a complex activated sludge model

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
A complex activated sludge model implemented in BioWin software has been implemented to assure its predictability and improve the effectiveness of biological wastewater treatment in the full-scale plant in Poland. The influence of temperature and sludge retention time (SRT) on the quality of the effluent was also studied. The calibration was successfully performed according to the Good Modelling Practice Unified (GMP) protocol. Five parameters at a steady state and ten under dynamic conditions were calibrated. It occurred that in the studied wastewater treatment plant SRT should be kept at the low level sufficient to sustain nitrification.
Rocznik
Strony
183--195
Opis fizyczny
Bibliogr. 20 poz., tab., rys.
Twórcy
  • Institute of Fermentation Technology and Microbiology, Lodz University of Technology, ul. Wólczanska 171/173, 90-924 Łódź, Poland
autor
  • Water Supply System and Sewer Zgierz Ltd., ul. A. Struga 45, 95-100 Zgierz, Poland
  • Institute of Environmental Engineering, Lodz University of Technology, al. Politechniki 6, 90-924 Łódź, Poland
  • Institute of Fermentation Technology and Microbiology, Lodz University of Technology, ul. Wólczanska 171/173, 90-924 Łódź, Poland
  • Department of Bioprocess Engineering, Lodz University of Technology, ul. Wólczańska 213, 90-924 Łódź, Poland
Bibliografia
  • [1] HENZE M., GUJER W., MINO T., VAN LOOSDRECHT M.C.M., Activated sludge models ASM1, ASM2, ASM2d and ASM3, IWA Sci. and Tech., Report No. 9, IWA Publishing, London, 2000.
  • [2] BARKER P.S., DOLD P.L., General model for biological nutrient removal activated-sludge systems: model presentation, Water Environ. Res., 1997, 69 (5), 969.
  • [3] WENTZEL M.C., DOLD P.L., EKAMA, G.A., MARAIS G.V.R., Enhanced polyphosphate organism cultures in activated sludge systems. Part III: Kinetic model, Water SA, 1989, 15, 89.
  • [4] WENTZEL M.C., DOLD P.L, EKAMA G.A., MARAIS G.V.R., Enhanced polyphosphate organism cultures in activated sludge systems. Part II. Experimental behaviour, Water SA, 1989, 15, 71.
  • [5] STOWA/RIZA, Smooth modelling in water management. Good modelling practice handbook, STOWA report 99-05, Dutch Dept. of Public Works, Institute for Inland Water Management and Waste Water Treatment, Lelystad, 1999.
  • [6] PETERSEN B.,GERNAEY K.,HENZE M.,VANROLLEGHEM P.A.,Calibration of activated sludge models: A critical review of experimental designs, [in:] S.N. Agathos, W. Reineke (Eds.), Biotechnology for the environment. Wastewater treatment and modelling. Waste gas handling, Kluwer Academic Publishers, Dordrecht, 2003.
  • [7] SIN G., VAN HULLE S.W.H., DE PAUW D.J.W., VAN GRIENSVEN A., VANROLLEGHEM, P.A., A critical comparison of systematic calibration protocols for activated sludge models: A SWOT analysis, Water Res., 2005, 39 (12), 2459.
  • [8] IWA Task Group on Good Modelling, Practice Guidelines for use of activated sludge models(online), 2011. Available at https://iwa-gmp-tg.cemagref.fr/test
  • [9] GILLOT S., OHTSUKI T.,RIEGER L., SHAW A., TAKACS I., WINKLER S., Development of a unified protocol for good modeling practice in activated sludge modelling, Influents, 2009, 4, 70.
  • [10] APHA-AWWA-WPCF, Standard methods for the examination of water and wastewater, APHAAWWA-WPCF, 19th Ed., Washington DC, 1995.
  • [11] EnviroSim Associates, Ltd., User Manual for BioWin 3.0, EnviroSim Associates, Ltd., Hamilton, Canada, 2008.
  • [12] MURPHY K.L., BOYKO B.I., Longitudinal mixing in spiral flow aeration tanks, J. San. Eng. ASCE, 1970, 96 (2), 211.
  • [13] USEPA, Manual Nitrogen control, EPA/625/R-93/010, U.S. EPA, Washington, DC, 1993.
  • [14] ZIMA P., MAKINIA J., SWINARSKI M., CZERWIONKA K., Effects of different hydraulic models on predicting longitudinal profiles of reactive pollutants in activated sludge reactors, Water Sci. Technol., 2008, 58 (3), 555.
  • [15] ROELEVELD P.J., VAN LOOSDRECHT M.C.M., Experience with guidelines for wastewater characterisation in The Netherlands, Water Sci. Technol., 2002, 45 (6), 77.
  • [16] MAKINIA J., Mathematical modelling and computer simulation of activated sludge systems, IWA Publishing, London, 2010.
  • [17] MAKINIA J., ROSENWINKEL K.H., SPERING V., Comparison of two model concepts for simulation of nitrogen removal at a full-scale biological nutrient removal pilot plant, J. Environ. Eng. ASCE, 2006, 132 (4), 476.
  • [18] OLESZKIEWICZ J.A.,BARNARD J.L., Nutrient removal technology in north america and the European Union: A Review, Water Qual. J. Res. Canada, 2006, 41 (4), 449.
  • [19] BARNARD J.L., ABRAHAM K., Key features of successful BNR operation, Water Sci. Technol., 2006, 53 (11), 1.
  • [20] HENZE M., HARREMOËS P., JANSEN J., ARVIN E., Wastewater treatment. Biological and chemical processes, Springer-Verlag, Berlin, 2002.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-fcb8d912-0b90-4cce-82c8-feaefca48111
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