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Pilot-scale integrated process for the treatment of dry-spun acrylic fiber manufacturing wastewater

Authors :
Xiang Tu
Marie-Hélène Manero
Wang Xin
Bin Li
Zhiyong Tian
Yonghui Song
Stephan Brosillon
Chinese Research Academy of Environmental Sciences
Institut Européen des membranes (IEM)
Centre National de la Recherche Scientifique (CNRS)-Ecole Nationale Supérieure de Chimie de Montpellier (ENSCM)-Université Montpellier 2 - Sciences et Techniques (UM2)-Institut de Chimie du CNRS (INC)-Université de Montpellier (UM)
Laboratoire de génie chimique [ancien site de Basso-Cambo] (LGC)
Université Toulouse III - Paul Sabatier (UT3)
Université Fédérale Toulouse Midi-Pyrénées-Université Fédérale Toulouse Midi-Pyrénées-Centre National de la Recherche Scientifique (CNRS)-Institut National Polytechnique (Toulouse) (Toulouse INP)
Université Fédérale Toulouse Midi-Pyrénées
Centre National de la Recherche Scientifique - CNRS (FRANCE)
Chinese Research Academy of Environmental Sciences - CRAES (CHINA)
Ecole Nationale Supérieure de Chimie de Montpellier - ENSCM (FRANCE)
Institut National Polytechnique de Toulouse - INPT (FRANCE)
Université Toulouse III - Paul Sabatier - UT3 (FRANCE)
Université de Montpellier 2 (FRANCE)
Université de Montpellier (FRANCE)
Institut Européen des Membranes - IEM (Montpellier, France)
Institut National Polytechnique de Toulouse - Toulouse INP (FRANCE)
Source :
Desalination and Water Treatment, Desalination and Water Treatment, FHF, 2015, 54 (7), pp.2015-2022. ⟨10.1080/19443994.2014.893206⟩
Publication Year :
2015
Publisher :
HAL CCSD, 2015.

Abstract

International audience; An integrated process of membrane bioreactor (MBR)—advanced ozonation (AO)—biological aerated filters (BAFs) was developed for the treatment of dry-spun acrylic fiber manufacturing wastewater in pilot scale. The results show that the removal efficiencies of chemical oxygen demand (COD) and ammonia nitrogen (-N) could exceed 90.0 and 95.0%, respectively. The COD concentration in the total effluent was maintained at 80.0–100 mg/L, and the -N concentration was below 10.0 mg/L. Both the MBR and BAFs could adapt to the influent of practical wastewater after a period of sludge acclimatization. The removal efficiencies of COD and -N in the MBR were maintained at 65.8–71.9 and 59.4–67.5%, respectively. Excitation–emission matrix spectroscopy confirmed that most of the easy degradable organics were removed in the MBR process. After the AO treatment, COD concentration in the wastewater was reduced by 106–157 mg/L and the biodegradability was enhanced. Simultaneous nitrification–denitrification was performed in the biofilm of BAFs, and the removal efficiency of total nitrogen was in the range of 58.2–71.6% after the entire integrated process.

Details

Language :
English
ISSN :
19443994 and 19443986
Database :
OpenAIRE
Journal :
Desalination and Water Treatment, Desalination and Water Treatment, FHF, 2015, 54 (7), pp.2015-2022. ⟨10.1080/19443994.2014.893206⟩
Accession number :
edsair.doi.dedup.....8863d14a8cc64b86f6cdfe3247d9b60d
Full Text :
https://doi.org/10.1080/19443994.2014.893206⟩