Electrochemical Oxidation Using BDD Anodes Combined with Biological Aerated Filter for Biotreated Coking Wastewater TreatmentReport as inadecuate




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Journal of Chemistry - Volume 2015 2015, Article ID 201350, 7 pages -

Research ArticleSchool of Chemical and Environmental Engineering, China University of Mining and Technology Beijing, Beijing 100083, China

Received 26 March 2015; Revised 1 June 2015; Accepted 8 June 2015

Academic Editor: Carlos A. Martínez-Huitle

Copyright © 2015 C. R. Wang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract

Coking wastewater is characterized by poor biodegradability and high microorganism toxicity. Thus, it is difficult to meet Grade I of Integrated Wastewater Discharge Standard of China by biological treatment technology; specifically, COD cannot meet above standard due to containing refractory organics. A novel coupling reactor, electrochemical oxidation using BDD anodes and biological aerated filter BAF, has been developed for carbon and nitrogen removal from biotreated coking wastewater, focusing on COD, BOD5 -N, and -N removal on operation over 90 days with average effluent value of 91.3, 9.73, 0.62, and 13.34 mgL

, respectively. Average value of BOD5-COD and BOD5-N was enhanced from 0.05 to 0.27 and from 0.45 to 1.21 by electrochemical oxidation, respectively, with average energy consumption of 67.9 kWh kg

COD. In addition, the refractory organics also were evidently mineralized in the unit based on the data of the three-dimensional fluorescence spectra. Meanwhile, its effluent provided excellent substrate for biological denitrification in BAF. At hydraulic retention time HRT of 13.08 h, about 12 mgL

  -N was depleted through denitrification, and it mainly occurred at top of 0.25 m height of BAF. Therefore, it is feasible to apply the coupling reactor for biotreated coking wastewater treatment and achieve desirable effluent quality.





Author: C. R. Wang, Z. F. Hou, M. R. Zhang, J. Qi, and J. Wang

Source: https://www.hindawi.com/



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