TECHNOLOGICAL JUSTIFICATION OF OPERATING PARAMETERS OF A SEQUENCING BATCH REACTOR WITH EXPANDED POLYSTYRENE FLOATING CARRIERS FOR DAIRY WASTEWATER TREATMENT

Authors

  • Kobylko I. National University of Water and Environmental Engineering image/svg+xml

DOI:

https://doi.org/10.31650/2786-6696-2026-17-92-102

Keywords:

treatment plants, dairy wastewater, sequencing batch reactor, expanded polystyrene floating carriers, simultaneous nitrification-denitrification, nitrogen removal, design parameters, techno-economic justification.

Abstract

The paper presents the results of a numerical investigation of the design parameters of a sequencing batch reactor (SBR) with expanded polystyrene (ePS) floating carriers for dairy wastewater treatment. Dairy-plant wastewater is a highly-concentrated, carbon-rich flow (ratio of chemical oxygen demand to total nitrogen COD/N_tot ≈ 90), so denitrification in it is not carbon-limited; the bottleneck of the classical spatially-separated denitrification–nitrification scheme is its energy intensity — the need for a separate anoxic reactor, nitrate recirculation and a high dissolved-oxygen level. The goal of the work is to substantiate the operating ranges of the design parameters and to assess the economic feasibility of the proposed solution. The methodology is based on the ASM3_2N mathematical model with a lumped biofilm description (Wanner et al.), implemented in Python (NumPy, SciPy) and calibrated on laboratory data. Series of numerical experiments were carried out to evaluate the influence of the dissolved-oxygen concentration (DO), the volumetric fraction of the floating carrier (F) and the S_S/NH₄⁺-N ratio on the total-nitrogen removal efficiency. At the reference conditions (DO = 1.0 mg O₂/L; F = 30 % v/v) TN removal reaches 86.5 % for the carrier system against 76.0 % for the control reactor; the dependence on DO is non-monotonic, with an optimum at 1.0 mg/L (operating window 0.8–1.2). A two-dimensional operating window (DO × F) was constructed with efficiency levels of 70, 80 and 85 %. Design recommendations are formulated: operating DO 0.8–1.2 mg O₂/L; F = 25–35 %; minimum required S_S/NH₄⁺-N ≥ 5. A techno-economic assessment for a 300 m³/day treatment facility, using DP «Ruzhin-Moloko» (Zhytomyr region) as an example, shows a reduction of capital costs of about 15 %, of operating costs of about 32 %, and of the specific aeration energy of 37.5 %. The obtained estimates are the result of model-based prediction consistent with a laboratory experiment and require further industrial verification.

References

[1] A. K. Slavov, "General characteristics and treatment possibilities of dairy wastewater — a review", Food Technology and Biotechnology, vol. 55, no. 1, pp. 14–28, 2017. https://doi.org/10.17113/ftb.55.01.17.4520.

[2] T. J. Britz, C. van Schalkwyk, and Y. T. Hung, Treatment of dairy processing wastewaters, in Handbook of Industrial and Hazardous Wastes Treatment, L. K. Wang et al., Eds. New York: CRC Press, 2004, pp. 619–650.

[3] Metcalf and Eddy. AECOM, Wastewater Engineering: Treatment and Resource Recovery, 5th ed. New York: McGraw-Hill, 2014.

[4] "Council Directive 91/271/EEC of 21 May 1991 concerning urban waste-water treatment," Official Journal of the European Communities, L 135, pp. 40–52, 1991.

[5] K. Pochana and J. Keller, "Study of factors affecting simultaneous nitrification and denitrification (SND)", Water Sci. Technol., vol. 39, no. 6, pp. 61–68, 1999. https://doi.org/10.2166/wst.1999.0278.

[6] E. V. Münch, P. Lant, and J. Keller, "Simultaneous nitrification and denitrification in bench-scale sequencing batch reactors", Water Res., vol. 30, no. 2, pp. 277–284, 1996. https://doi.org/10.1016/0043-1354(95)00174-3.

[7] L. S. Downing and R. Nerenberg, "Effect of bulk liquid DO concentration on activity and microbial community structure of a nitrifying, membrane-aerated biofilm", Biotechnol. Bioeng., vol. 101, no. 6, pp. 1193–1204, 2008. https://doi.org/10.1002/bit.21985.

[8] B. Gil-Pulido, E. Tarpey, E. L. Almeida, S. Finn, N. O'Leary, and A. D. W. Dobson, "Evaluation of dairy processing wastewater biotreatment in an IASBR system", J. Dairy Sci., vol. 101, no. 8, pp. 6850–6859, 2018. https://doi.org/10.3168/jds.2017-13965.

[9] Y. Liu, H. H. P. Fang, and B. Xu, "Simultaneous nitrification and denitrification with limited aeration in sequencing batch reactor", J. Environ. Eng., vol. 134, no. 4, pp. 268–275, 2008. https://doi.org/10.1061/(ASCE)0733-9372(2008)134:4(268).

[10] J. P. Bassin, R. Kleerebezem, A. S. Rosado, M. C. M. van Loosdrecht, and M. Dezotti, "Effect of different operational conditions on biofilm development, nitrification, and nitrifying microbial population in moving-bed biofilm reactors", Environ. Sci. Technol., vol. 46, no. 3, pp. 1546–1555, 2012. https://doi.org/10.1021/es203356z.

[11] S. Pal, S. Pal, D. Das, and A. K. Paul, "Moving bed biofilm reactor technology: process applications, design and performance", J. Chem. Technol. Biotechnol., vol. 87, no. 8, pp. 1033–1044, 2012. https://doi.org/10.1002/jctb.3775.

[12] Y. Liu and J. H. Tay, "The essential role of hydrodynamic shear force in the formation of biofilm and granular sludge", Water Res., vol. 36, no. 7, pp. 1653–1665, 2002. https://doi.org/10.1016/S0043-1354(01)00379-7.

[13] V. A. Kovalchuk, Ochysni sporudy stichnykh vod: navchalnyi posibnyk. Rivne: VAT Rivnenska drukarnia, 2002.

[14] V. A. Kovalchuk and I. V. Kobylko, "Osoblyvosti skladu ta vlastyvostei stichnykh vod molokopererobnykh pidpryiemstv", Visnyk Natsionalnoho universytetu vodnoho hospodarstva ta pryrodokorystuvannia. Tekhnichni nauky, no. 2(102), pp. 52–62, 2023. https://doi.org/10.31713/vt220235.

[15] I. Iacopozzi, V. Innocenti, S. Marsili-Libelli, and E. Giusti, "A modified Activated Sludge Model No. 3 (ASM3) with two-step nitrification-denitrification", Environ. Model. Softw., vol. 22, no. 6, pp. 847–861, 2007. https://doi.org/10.1016/j.envsoft.2006.05.009.

[16] O. Wanner et al., Mathematical Modeling of Biofilms, IWA Scientific and Technical Report No. 18. London: IWA Publishing, 2006.

[17] V. A. Kovalchuk and I. V. Kobylko, "Osoblyvosti proektuvannia kompaktnykh ochysnykh sporud malykh molokopererobnykh pidpryiemstv", Visnyk Natsionalnoho universytetu vodnoho hospodarstva ta pryrodokorystuvannia. Tekhnichni nauky, no. 2(110), pp. 30–41, 2025. https://doi.org/10.31713/vt220253.

[18] I. V. Kobylko, "Symultanna nitryfikatsiia-denitryfikatsiia v SBR z plavaiuchymy EPS-nosiiamy dlia molochnykh stichnykh vod", Suchasni tekhnolohii ta metody rozrakhunkiv u budivnytstvi, no. 25, pp. 115–123, 2026. https://doi.org/10.36910/6775-2410-6208-2026-15(25)-09.

[19] DBN V.2.5-75:2013. Kanalizatsiia. Zovnishni merezhi ta sporudy. Osnovni polozhennia proektuvannia. Kyiv: Minrehion Ukrainy, 2013.

[20] DSTU 7525:2014. Voda pytna. Vymohy ta metody kontroliuvannia yakosti. Kyiv: Minekonomrozvytku Ukrainy, 2014.

Downloads

Published

2026-09-29

Issue

Section

Engineering networks and equipment

How to Cite

TECHNOLOGICAL JUSTIFICATION OF OPERATING PARAMETERS OF A SEQUENCING BATCH REACTOR WITH EXPANDED POLYSTYRENE FLOATING CARRIERS FOR DAIRY WASTEWATER TREATMENT. (2026). MODERN CONSTRUCTION AND ARCHITECTURE, 17, 92-102. https://doi.org/10.31650/2786-6696-2026-17-92-102