Technical Papers
Nov 29, 2017

Optimization of Biological Nitrogen Removal over Nitrite in the Presence of Lipid Matter by Regulation of Operational Modes

Publication: Journal of Environmental Engineering
Volume 144, Issue 2

Abstract

Optimization of total nitrogen (TN) removal via the nitrite path was studied at a sequential batch reactor (SBR) from anaerobic reject water (ARW) with a content of slowly degrading organic matter of lipid structure. The study was conducted as a pilot-scale side-line treatment in a large-scale municipal and industrial wastewater treatment plant (WWTP). Operational mode was modified based on feeding pattern, sequence order, phase duration, and number to maximize TN removal and minimize lipid-related interferences. Ammonium loading rate (ALR) proceeded at 0.20.7  kg  N/m3·day and the optimum range was determined for maximum TN removal. An insufficient HCO3/N ratio was further lowered by volatile fatty acids (VFA) production via beta-oxidation of long-chain fatty acids (LCFA) during nitritation. The organic content of ARW and VFA showed a low degradability by denitrifying bacteria and limited TN removal. Modifications in the operational mode increased ammonium and nitrite removal and reduced toxic-free VFA and nitrous acid (FNA) with increased anoxic and aerobic denitritation. Ammonium nitrogen at 180478  mgN/L was reduced to approximately 20  mgN/L in all effluents and TN removal was achieved at 84–86%. Temperature sensitivity was higher for denitritation than nitritation.

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Acknowledgments

This study was conducted within the Research Project (113Y180) supported by Turkish Scientific Research Council (TUBITAK) and Konya Administration of Water and Sewerage (KOSKI), TR.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 144Issue 2February 2018

History

Received: Nov 8, 2016
Accepted: Jul 28, 2017
Published online: Nov 29, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 29, 2018

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Dilek Erdirencelebi, Ph.D. [email protected]
Professor, Engineering Faculty, Dept. of Environmental Engineering, Selcuk Univ., Selçuk Üniversitesi, Mühendislik Fakültesi Çevre Mühendisliği Bölümü, BZ-15, Selçuklu, Konya 42075, Turkey (corresponding author). E-mail: [email protected]
Serdar Koyuncu
Dr.Eng.
Director, WWTPs Branch, Konya Water and Sewerage Administration, KOSKİ (Konya Su ve Kanalizasyon İdaresi) Gn. Mdl., Vatan Cad. No. 2/A, Selçuklu, Konya 42060, Turkey.

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