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Calibration of Activated Sludge Model with Scarce Data Sets

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Mathematical models of activated sludge process are well recognised and widely implemented by researchers since 1980's. There is also numerous software available for modelling and simulation of activated sludge plants, but practical application of those tools is rather limited. One of the main reasons for such a situation is a difficult process of model calibration the requires extended data sets collected at investigated plant. Those data are usually not included in a standard plant monitoring plan. In the paper the problem of model calibration with the data sets derived from standard monitoring plan is discussed with a special regard to simulation objectives and data availability. The research was conducted with operational data from Białystok Wastewater Treatment Plant. The model of the plant was based on Activated Sludge Model No.3 developed by IWA Task Group and implemented in ASIM simulator. Calibration and validation of the model gave promising results, but further applications should be carefully considered, mainly due to uncertainties underlying input data.
Rocznik
Strony
182--190
Opis fizyczny
Bibliogr. 24 poz., rys., tab.
Twórcy
autor
  • Białystok University of Technology; Faculty of Civil and Environmental Engineering; Wiejska 45E, 15-351 Bialystok; Poland
  • Wodociągi Białostockie (Bialystok Water Supply) Sp. z o.o., Młynowa 52/1, 15-590 Białystok, Poland
  • Białystok University of Technology; Faculty of Civil and Environmental Engineering; Wiejska 45E, 15-351 Bialystok; Poland
  • Białystok University of Technology; Faculty of Civil and Environmental Engineering; Wiejska 45E, 15-351 Bialystok; Poland
Bibliografia
  • 1. Barker P.S. and Dold P.L. 1997. General model for biological nutrient removal activated sludge systems: model presentation. Water Environment Research, 69(5), 969–984.
  • 2. Çinar Ö., Daigger G.T., Graef S.P. 1998. Evaluation of IAWQ Activated Sludge Model No. 2 using steady-state data from four full-scale wastewater treatment plants. Water Environ. Res., 70 (6), 1216–1224.
  • 3. Gujer W., Henze M., Mino T. and van Loosdrecht M.C.M. 1999. Activated Sludge Model No. 3. Water Science and Technology, 39(1), 183–193.
  • 4. Hauduc H., Gillot S., Rieger L., Ohtsuki T., Shaw A., Takács I. and Winkler S. 2009. Activated sludge modelling in practice – An international survey. Water Science and Technology, 60(8), 1943–1951.
  • 5. Hauduc, H., Rieger, L., Ohtsuki, T., Shaw, A., Takács, I., Winkler, S., Héduit, A., Vanrolleghem, P.A. and Gillot, S. 2011. Activated sludge modelling: Development and potential use of a practical applications database. Water Science and Technology, 63(10), 2164–2182.
  • 6. Henze, M.; Grady, C.P.L.; Gujer, W.; Marais, G.V. R.; Matsuo, T. 1987. Activated Sludge Model No. 1; IAWPRC Scientific and Technical Report No. 1; International Association on Water Pollution Research and Control: London, U.K.
  • 7. Henze, M.; Gujer, W.; Mino, T.; Matsuo, T.; Wentzel, M.C.; Marais, G.V.R. 1995. Activated Sludge Model No. 2; IAWQ Scientific and Technical Report No. 3; International Association on Water Quality: London, U.K.
  • 8. Henze, M.; Gujer, W.; Mino, T.; Matsuo, T.; Wentzel, M.C.; Marais, G.V.R.; van Loosdrecht, M.C.M. 1999. Activated Sludge Model No. 2d, ASM2d. Water Sci. Technol., 39 (1), 165–182.
  • 9. Henze, M., Gujer, W., Mino, T. and van Loosdrecht, M.C.M. (Eds), Activated sludge models ASM1, ASM2, ASM2d and ASM3. Scientific and Technical Report No. 9, IWA Publishing, London, UK
  • 10. Hulsbeek, J.J.W.; Kruit, J.; Roeleveld, P.J.; van Loosdrecht, M.C.M. 2002. A Practical Protocol for Dynamic Modeling of Activated Sludge Systems. Water Sci. Technol., 45 (6), 127–136.
  • 11. Ignatowicz, K., Piekarski, J., Kozłowski, D. 2015. Wspomaganie procesu denitryfikacji preparatem Brenntaplus VP1 jako zewnętrznym źródłem węgla. Rocznik Ochrona Środowiska, 17, 1178–1195.
  • 12. Langergraber, G.; Rieger, L.; Winkler, S.; Alex, J.; Wiese, J.; Owerdieck, C.; Ahnert, M.; Simon, J.; Maurer, M. 2004. A Guideline for Simulation Studies of Wastewater Treatment Plants. Water Sci. Technol., 50 (7), 131–138.
  • 13. Liwarska-Bizukojc, E.; Biernacki, R. 2010. Identification of the most sensitive parameters in the activated sludge model implemented in Bio-Win software. Bioresource Technology 101 (19): 7278–7205.
  • 14. Melcer, H.; Dold, P. L.; Jones, R. M.; Bye, C. M.; Takacs, I.; Stensel, H. D.; Wilson, A. W.; Sun, P.; Bury, S. 2003. Methods for Wastewater Characterization in Activated Sludge Modeling; Water Environment Research Foundation: Alexandria, Virginia.
  • 15. Petersen B., Gernaey K., Henze M. and Vanrolleghem P. A. 2002. Evaluation of an ASM1 model calibration procedure on a municipal-industrial wastewater treatment plant. Journal of Hydroinformatics, 4(1), 15–38.
  • 16. Petersen, B., Gernaey, K., Henze, M., Vanrolleghem, P.A. 2003. Calibration of activated sludge models: a critical review of experimental designs. In: Agathos, S.N., Reineke, W. (Eds.), Biotechnology for the Environment: Wastewater Treatment and Modelling. Waste Gas Handling. Kluwer Academic Publishers, Dordrecht.
  • 17. Rieger L., Koch G., Kühni M., Gujer W. and Siegrist H. 2001. The EAWAG Bio-P module for activated sludge model No. 3. Water Research, 35(16), 3887–3903.
  • 18. Rieger, L.; Gillot, S.; Langergraber, G.; Ohtsuki, T.; Shaw, A.; Takács, I.; Winkler, S. 2013. Guidelines for Using Activated Sludge Models; IWA Scientific and Technical Report No. 22; IWA Publishing: London.
  • 19. Roeleveld, P.J.; van Loosdrecht, M.C.M. 2002. Experience with Guidelines for Wastewater Characterization in The Netherlands. Water Sci. Technol., 45 (6), 77–87.
  • 20. Simson G. 2008. Pierwsze doświadczenia – test technologiczny z zastosowaniem preparatu BRENNTA-PLUS VP1 jako zewnętrzne źródło węgla organicznego do intensyfikacji procesu denitryfikacji w Białostockiej Oczyszczalni Ścieków. Forum Eksploatatora 44 (6), 21–23.
  • 21. Sochacki A. , Knodel J., Geissen S.-U., Zambarda V., Bertanza G., Plonka L. 2009. Modelling and simulation of a municipal WWTP with limited operational data. Proceedings of a Polish-Swedish-Ukrainian Seminar, 2009; available online at: https://www.kth.se/polopoly_fs/1.650929!/JP-SU16p47.pdf (accesed January, 2017)
  • 22. US EPA 1987. QUAL2E – The Enhanced Stream Water Quality Model EPA/823/B-95/003. Environmental Research Laboratory, Athens, GA, USA.
  • 23. Vanrolleghem, P. A.; Insel, G.; Petersen, B.; Sin, G.; De Pauw, D.; Nopens, I.; Weijers, S.; Gernaey, K. 2003. A Comprehensive Model Calibration Procedure for Activated Sludge Models. Proceedings of the 76th Annual Water Environment Federation Technical Exhibition and Conference [CD-ROM]; Los Angeles, California, Oct 11–15; Water Environment Federation: Alexandria, Virginia.
  • 24. Water Environment Federation: Wastewater Treatment Process Modeling, MOP31, 2nd Edition 2014. McGraw-Hill Professional, 2014, AccessEngineering.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a824c83f-0394-4445-b408-668d6ee09d53
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