Substantiation of the calculation methods of the nitrogen removing (nitrification) in bioreactors with using on the biofilm models
DOI:
https://doi.org/10.32347/2411-4049.2021.2.18-38Keywords:
model, cleaning, nitrogen compounds, biofilm, bioreactor, oxygen, concentrationAbstract
The mathematic model and calculations of the waste waters cleaning parameters from the compounds ammonium nitrogen (nitrification) in bioreactors with additional using in theirs volume the fixed biocenosis as the biofilm are presented. The valuation of the different influence factors on the waste waters cleaning parameters is given. The kinetics of reaction according to Monod nonlinear equation is used that allow to calculate the nitrogen concentrations on the external and in the interior biofilm surfaces and to evaluate the efficiency of the biofilm work of the given thickness relative to penetration character of the nitrogen pollutions in it. As showed the biofilm thickness and the flow in it are decreasing as the tearing off velocity of the biomass from its surface is increasing where as at increasing of the nitrogen concentrations these parameters are increasing. At this the substrate flow and the penetration depth into the biofilm are the functions of the substrate concentration on the biofilm surface, velocity of the reaction within it and the diffusive masstransfer. As a main parameter for evaluation of the oxygen influence for control of the process of ammonium oxidation to nitrite the relation of the concentrations oxygen to ammonium nitrogen is proposed. The specific examples and calculations have showed the given relation may be better alternative for control of the nitrification processes in reactor in comparison with oxygen concentration.
References
Henze, M., M van Loosdrecht, M.E., Ekama, G.A., & Brdjanovic, D. (2008). Biological Wastewater Treatment. London: IWA Publishing.
Oleiynik, A.Ya., & Teterja, A.I. (2001). The peculiarities of the modeling of the removing on the organic pollutants from the waste waters on the constructions with a small productivity. Applied Hydromechanics, 3 (75) (4), 2-27 (in Russian).
Lee, M.W., & Park, J.M. (2007). One-dimensional mixed-culture biofilm model considering different space occupancies of particulate components. Water Res., 4, 4317-4328.
Person, F., Wik, T., Sorensson, F., & Hermanson, M. (2002). Distribution and activity of ammonium bacteria in a lange-scale trickling filter. Water Res., 36, 1439-1448.
Henze, M., Harremoes, P., Jansen, C., & Arwin, E. (2002). Wastewater Treatment. Springer, Berlin, New York.
Gujer, W. (2010). Nitrification and me – A subjective review. Water Res., 44, 1-19.
Vayenas, D.V., Palvou, S., & Lyberatos, G. (1997). Development of a dynamic model describing nitrification in trickling filters. Water Res., 31 (5), 1135-1147.
Beyenal, H., & Tanyalac, A.A. (1994). A mathematical model for hollow fiber biofilm reactors. The Chemical Eng. Journal, 56, 53-59.
Steyer, J.-P., & Delgenes, I.P. (2005). Modeling and control of nitrite accumulation in nitrifying biofilm reactor. Biochem. Engin. Journal, 24, 173-183.
Oliynyk, O.Ya., & Maslun, G.S. (2010). Modeling of the oxygen regime in the bioreactors at the treatment on the waste waters. Reports of the National Academy of Sciences of Ukraine, 10, 52-56 (in Ukrainian).
Airapetian, T.S., Telyma, S.V., & Oliynyk, O.Ya. (2017). A modeling of the oxygen regime in bioreactors-aerotanks at the purification of waste waters from organic pollutants. Reports of the National Academy of Sciences of Ukraine, 6, 21-27. Doi: https://doi.org/10.15407/dopovidi2017.06.021 (in Ukrainian).
Oliynyk, O.Ya., & Airapetian, T.S. (2015). Increasing of the efficiency of biological waste waters cleaning owing to suspended and loaded biocenoses. Scientific Visnyk of Building, 3 (81), 106-109 (in Ukrainian).
Wanner, O., Ebert, N.I., & Rittman, B.E. (2006). Mathematical modeling of biofilms. Scientifical and Technical report, 18.
Oliinyk, O.Ya, Vasilenko, T.V., Rybachenko, C.A., & Hamid Ihao Achmad. (2006). Modeling the processes of additional treatment of the urban-communal waste waters on the filters. The problems of the water supply, drainage and hydraulic, 7, 85-97 (in Ukrainian).
Oliynyk, O.Ya., & Kolpakova, O.A. (2014). Modeling and calculations of the biological sewage treatment on trickling biofilters. Environmental safety and natural resources, 16, 68-86 (in Ukrainian).
Perez, M., Piccioreanu, C., & van Loosdrecht, M. (2005). Modelling biofilm and floss diffusion processes based on analytical solution of reaction – diffusion equations. Water Res., 39, 1311-1323.
Lachner, S., Terada, A., Horn, H., Henze, M., & Stets, B. (2010). Nitrification performance in membrane – aerated biofilm reactors differ from conventional biofilm systems. Water Research, 44, 6073-6084.
Mosquera-Corral, A., de Kreuk, M.K., Heijnen, I.I., & van Loosdrecht, M.C.M. (2005). Effects of oxygen concentration on N-removal in an aerobic granular sludge reactor. Water Res., 39, 2676-2686.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2021 Oleksandr Ya. Oliynyk, Sergiy V. Telyma, Yuriy I. Kalugin, Yevheniy O. Oliynyk

This work is licensed under a Creative Commons Attribution 4.0 International License.
The journal «Environmental safety and natural resources» works under Creative Commons Attribution 4.0 International (CC BY 4.0).
The licensing policy is compatible with the overwhelming majority of open access and archiving policies.