alexa Development of Sequencing Batch Reactor Performance For Nitrogen Wastewater Treatment | OMICS International | Abstract
ISSN: 1948-5948

Journal of Microbial & Biochemical Technology
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Research Article

Development of Sequencing Batch Reactor Performance For Nitrogen Wastewater Treatment

Le HT1,2, Jantarat N1,2, Khanitchaidecha W1,2*, Ratananikom K3* and Nakaruk A4

1Department of Civil Engineering, Faculty of Engineering, Naresuan University, Phitsanulok, Thailand

2Centre of Excellence for Innovation and Technology for Water Treatment, Naresuan University, Phitsanulok, Thailand

3Department of Science and Mathematics, Faculty of Agro-Industrial Technology, Rajamangala University of Technology Isan, Kalasin Campus, Kalasin, Thailand

4Department of Industrial Engineering, Faculty of Engineering, Naresuan University, Phitsanulok, Thailand

*Corresponding Author:
Khanitchaidecha W
Centre of Excellence for Innovation and Technology for Water Treatment
Naresuan University, Phitsanulok, Thailand
Tel: 66 55 964 224
E-mail: [email protected]

Ratananikom K
Department of Science and Mathematics
Faculty of Agro-Industrial Technology
Rajamangala University of Technology
Isan Kalasin Campus, Kalasin, Thailand
Tel:
66 81 636 6649
E-mail:
[email protected]

Received Date: September 30, 2015; Accepted Date: October 12, 2015; Published Date: October 19, 2015

Citation: Le HT, Jantarat N, Khanitchaidecha W, Ratananikom K, Nakaruk A (2015) Development of Sequencing Batch Reactor Performance For Nitrogen Wastewater Treatment. J Microb Biochem Technol 7:363-366. doi:10.4172/1948-5948.1000239

Copyright: © 2015 Le HT, et al. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

Abstract

The performance of a typical sequencing batch reactor (SBR) for removing various nitrogen loadings was investigated in this study. The typical cycle of SBR consisted of filling of 5 min, aerating of 3 h, non-aerating of 4 h, settling of 1 h and decanting of 5 min (HRT was approximately 24 h). The results showed that the nitrogen removal efficiency was gradually increasing from ∼ 36% at the low NH4-N of 10 mg/L to ∼ 50% at the higher NH4-N of 20 mg/L and reached to the maximal efficiency of 82% at the highest concentration of 40 mg/L. This is due to the increasing NH4-N and nitrogen removal rates which were 6.0 and 5.5 mg/L⋅h at the best reactor performance. Moreover, the high specific nitrogen removal rate of 20.5 mg N/g MLVSS.h was found and the most effective carbon consumption of 2.4 mg C/mg N was obtained during the experiment.

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