Effect of chemical oxygen demand (COD) to nitrogen (COD:N) ratio in feed on the performance of aerobic membrane bioreactor (MBR) for treating a synthetic high-strength industrial waste water containing glucose was studied for over 370 days. The widely recommended nutrients ratio (COD:N:P=100:5:1) is not necessary for aerobic biological industrial waste water treatment. An increased COD:N ratio from 100:5 to 100:2.5 and 100:1.8 had a limited impact on COD removal efficiency and further led to a significant improvement in membrane performance, a reduced sludge yield, and improved effluent quality in terms of residual nutrients. An increased COD:N ratio will benefit the industrial waste water treatment using MBRs by reducing membrane fouling and sludge yield, saving chemical costs, and reducing secondary pollution by nutrients addition. Optimization of nutrients usage should be conducted for specific industrial waste water streams.
机构:
Ilha Solteira Univ Estadual Paulista Julio Mesqui, Dept Engn Civil, Fac Engn, BR-15385000 Ilha Solteira, SP, BrazilIlha Solteira Univ Estadual Paulista Julio Mesqui, Dept Engn Civil, Fac Engn, BR-15385000 Ilha Solteira, SP, Brazil
Bezerra, Luiz Fernando
Matsumoto, Tsunao
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Univ Sao Paulo, EESC, BR-05508 Sao Paulo, Brazil
FEIS Unesp, Dept Engn Civil, Jaboticabal, BrazilIlha Solteira Univ Estadual Paulista Julio Mesqui, Dept Engn Civil, Fac Engn, BR-15385000 Ilha Solteira, SP, Brazil
机构:
Laboratory of Wastewater Management and Treatment Technologies, Department of Environmental Engineering, Democritus University of Thrace, Vas. Sofias 12, XanthiLaboratory of Wastewater Management and Treatment Technologies, Department of Environmental Engineering, Democritus University of Thrace, Vas. Sofias 12, Xanthi
Marinakis N.
Ntougias S.
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Laboratory of Wastewater Management and Treatment Technologies, Department of Environmental Engineering, Democritus University of Thrace, Vas. Sofias 12, XanthiLaboratory of Wastewater Management and Treatment Technologies, Department of Environmental Engineering, Democritus University of Thrace, Vas. Sofias 12, Xanthi
Ntougias S.
Melidis P.
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Laboratory of Wastewater Management and Treatment Technologies, Department of Environmental Engineering, Democritus University of Thrace, Vas. Sofias 12, XanthiLaboratory of Wastewater Management and Treatment Technologies, Department of Environmental Engineering, Democritus University of Thrace, Vas. Sofias 12, Xanthi
机构:
Jiangsu Key Laboratory of Anaerobic Biotechnology, School of Environmental and Civil Engineering, Jiangnan University, Wuxi,214122, China
Water Treatment Tech-nology and Material Collaborative Innovation Center in Jiangsu Province, Suzhou,215009, ChinaJiangsu Key Laboratory of Anaerobic Biotechnology, School of Environmental and Civil Engineering, Jiangnan University, Wuxi,214122, China
Zhu, Yi-Zhou
Li, Xiu-Fen
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Jiangsu Key Laboratory of Anaerobic Biotechnology, School of Environmental and Civil Engineering, Jiangnan University, Wuxi,214122, China
Water Treatment Tech-nology and Material Collaborative Innovation Center in Jiangsu Province, Suzhou,215009, ChinaJiangsu Key Laboratory of Anaerobic Biotechnology, School of Environmental and Civil Engineering, Jiangnan University, Wuxi,214122, China
Li, Xiu-Fen
Wang, Xin-Hua
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Jiangsu Key Laboratory of Anaerobic Biotechnology, School of Environmental and Civil Engineering, Jiangnan University, Wuxi,214122, China
Water Treatment Tech-nology and Material Collaborative Innovation Center in Jiangsu Province, Suzhou,215009, ChinaJiangsu Key Laboratory of Anaerobic Biotechnology, School of Environmental and Civil Engineering, Jiangnan University, Wuxi,214122, China
Wang, Xin-Hua
Ren, Yue-Ping
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机构:
Jiangsu Key Laboratory of Anaerobic Biotechnology, School of Environmental and Civil Engineering, Jiangnan University, Wuxi,214122, China
Water Treatment Tech-nology and Material Collaborative Innovation Center in Jiangsu Province, Suzhou,215009, ChinaJiangsu Key Laboratory of Anaerobic Biotechnology, School of Environmental and Civil Engineering, Jiangnan University, Wuxi,214122, China