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Evaluation of sulfamethazine removal kinetics using fixed structured bed bioreactor

Authors :
Álvaro J. Santos-Neto
Paulo Gomes
Marcelo Zaiat
Cristiane Arruda Oliveira
Inês N. Tomita
Guilherme Flandoli Romeiro
Universidade de São Paulo (USP)
Universidade Estadual Paulista (Unesp)
Source :
Scopus, Repositório Institucional da UNESP, Universidade Estadual Paulista (UNESP), instacron:UNESP, Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual), Universidade de São Paulo (USP), instacron:USP
Publication Year :
2018
Publisher :
Informa UK Limited, 2018.

Abstract

Made available in DSpace on 2018-12-11T17:23:59Z (GMT). No. of bitstreams: 0 Previous issue date: 2017-12-20 The use of anaerobic biomass attached to a support has been recently presented as a good prospect in the treatment of wastewater containing recalcitrant compounds, such as sulfamethazine (SMZ). SMZ has been found in swine wastewater and sewage treatment plants, which motivates assessing their degradation by new wastewater treatment technologies. Thus, this paper describes the use of a continuous fixed structured bed bioreactor for the purpose of evaluating SMZ removal kinetics present in lab-made wastewater. The analysis of SMZ used online solid-phase extraction coupled to liquid chromatography/tandem mass spectrometry (SPE online-LC-MS/MS). Chemical oxygen demand (COD) was also monitored to evaluate the organic matter removal. The bioreactor was operated under mesophilic conditions (30(Formula presented.)C), with a hydraulic retention time of 24 h. In order to evaluate SMZ removal, four different concentration levels were studied: 200, 400, 600, and 800 ng L−1. COD removal efficiency obtained for filtered effluent kept at 91.01% and there was no interference due to the increase of SMZ concentration. For SMZ, the removal efficiencies were of (Formula presented.) for 200 ng L−1 concentration level; (Formula presented.) for 400 ng L−1; (Formula presented.) for 600 ng L−1, and (Formula presented.) for 800 ng L−1. COD removal kinetics presented a first-order apparent removal rate constant ((Formula presented.)) of (Formula presented.) h−1. SMZ also showed a first-order apparent removal rate constant of (Formula presented.) h−1 for the following concentrations levels: 200, 400, 600, and 800 ng L−1. Biological Processes Laboratory, Center for Research, Development and Innovation in Environmental Engineering, São Carlos School of Engineering (EESC), University of São Paulo (USP), Environmental Engineering – Bloco 4-F, São Carlos, SP, Brazil Institute of Chemistry of São Carlos, University of São Paulo, São Carlos, SP, Brazil Institute of Chemistry, Department of Analytical Chemistry, São Paulo State University (UNESP), Araraquara, SP, Brazil

Details

ISSN :
1479487X and 09593330
Volume :
40
Database :
OpenAIRE
Journal :
Environmental Technology
Accession number :
edsair.doi.dedup.....6e76572ec0624a4d8d1fcd771641610a
Full Text :
https://doi.org/10.1080/09593330.2017.1414315