Improving Nitrogen Removal Efficiency in SBR Reactors by Controlling Operational Phases

Author:

Quan Tran Ha1,Gogina Elena1,Makisha Nikolay2ORCID,Gulshin Igor2ORCID,Makisha Elena3

Affiliation:

1. Department of Water Supply and Wastewater Treatment, Moscow State University of Civil Engineering, 26, Yaroslaskoye Highway, 129337 Moscow, Russia

2. Research and Education Centre “Water Supply and Wastewater Treatment”, Moscow State University of Civil Engineering, 26, Yaroslaskoye Highway, 129337 Moscow, Russia

3. Department of Information Systems, Technologies and Automation in Construction, Moscow State University of Civil Engineering, 26, Yaroslaskoye Highway, 129337 Moscow, Russia

Abstract

Wastewater treatment facilities using the activated sludge process are the most widely used solutions worldwide, regardless of the region. According to statistics, the most common option for Vietnam’s conditions is the sequenced batch reactor, which is used at a third of wastewater treatment plants (WWTP). Thus, studies of treatment processes in SBRs that seek high-quality treatment may have a wide range of further applications in practice. Another reason is that wastewater treated to meet Vietnamese standards has a significant negative impact on water resources. The research was carried out in relation to Hoaxuan wastewater treatment plants, where pilot models were installed that worked on influent wastewater. Studies of the nitrification process in SBRs (cycle duration 4 h) have shown that the highest efficiency of removal of pollutants (organic pollution by 90%, ammonium nitrogen by 80%) is achieved at a pH value close to 8.0. The increase in pH also had a positive effect on the increase in the specific rate of nitrification. At the second stage of the research, the process of denitrification in SBRs (cycle duration of 6.5 h) was considered. The results demonstrated that treatment quality corresponded to the standards for the Russian Federation, which are stricter than Vietnamese standards (3.0 mg/L vs. 30 mg/L of biochemical oxygen demand; 0.4 mg/L vs. 5 mg/L of ammonium nitrogen). For the second part of the study, a specific denitrification rate was determined in order to establish its dependence on the main parameters of the SBR model performance.

Funder

Ministry of Science and Higher Education of Russian Federation

Head Regional Shared Research Facilities of the Moscow State University of Civil Engineering

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Reference47 articles.

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2. Voronov, Y.V., Alekseev, E.V., and Pugachev, E.A. (2014). Sewage. Textbook, ASV.

3. Polprasert, C. (2007). Organic Waste Recycling: Technology and Management, IWA Publishing. [3rd ed.].

4. Van Haandel, A.C., and Van Der Lubbe, J.G. (2012). Handbook of Biological Wastewater Treatment, IWA Publishing. [2nd ed.].

5. Sincero, A.P., and Sincero, G.A. (2002). Physical-Chemical Treatment of Water and Wastewater, CRC Press.

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