Treatment of Wastewater Containing Acid Orange 7 Using Ozonation Process and Determination of the Intermediate By-products

In this research, ozonation was used for treating wastewater containing acid orange 7 in a batch reactor. The independent parameters were initial dye concentration, pH, and ozone mass and volumetric flow rates. The experiments were conducted with initial concentration in the range of 5-250 mg/L, pH...

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Main Authors: Farhad Ghaderi- Zafrei, Bita Ayati, Hossein Ganjidoost, Rasool Sarraf Mamoori
Format: Article
Language:English
Published: Water and Wastewater Consulting Engineers Research Development 2015-05-01
Series:آب و فاضلاب
Subjects:
Azo
COD
pH
Online Access:http://www.wwjournal.ir/article_7935_afb44580ac03f3ae92278ebf67097698.pdf
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spelling doaj-8fdea6f1ec084bab8959ff624f53650a2021-03-02T08:16:20ZengWater and Wastewater Consulting Engineers Research Developmentآب و فاضلاب1024-59362383-09052015-05-0126213237935Treatment of Wastewater Containing Acid Orange 7 Using Ozonation Process and Determination of the Intermediate By-productsFarhad Ghaderi- Zafrei0Bita Ayati1Hossein Ganjidoost2Rasool Sarraf Mamoori3PhD Student of Environmental Engineering, Dept. of Civil and Environmental Engineering, Tarbiat Modarres University, TehranAssoc. Prof. of Environmental Engineering, Dept. of Civil and Environmental Engineering, Tarbiat Modarres University, TehranProf. of Environmental Engineering, Dept. of Civil and Environmental Engineering, Tarbiat Modarres University, TehranAssoc. Prof. of Ceramics, Dept. of Materials Engineering, Faculty of Engineering, Tarbiat Modarres University, TehranIn this research, ozonation was used for treating wastewater containing acid orange 7 in a batch reactor. The independent parameters were initial dye concentration, pH, and ozone mass and volumetric flow rates. The experiments were conducted with initial concentration in the range of 5-250 mg/L, pH levels of 4-12, ozone mass flow rates of 12 and 20 mg/min, and volumetric flow rates of 0.5 and 1 L/min. Based on the results, the optimum conditions were achieved at a dye concentration of 100 mg/L, a pH level of 11, an ozone mass flow rate of 20 mg/min, and an ozone volumetric flow rate of 1 L/min. Dye and COD removal efficiencies in these conditions were 100% and 30%, respectively, after 150 minutes. According to the absorbance curves, light absorbance of wastewater increased by 100% in the range of 450-500 nm by ozonation under the optimum conditions after dye removal. Based on the GC-Mass test and the values of LD50, acid orange 7 was converted to toxic compounds of aniline, 1-naphthylamine, 2-naphthol, and 1, 4-naphthalenediol indicating that ozonation had to be continued until complete COD removal. Based on the Taguchi experimental design data for real textile wastewater, the optimum conditions were obtained for a pH level of 11, a gas flow rate of 1 L/min, and an ozonation injection rate of 20 mg/min.http://www.wwjournal.ir/article_7935_afb44580ac03f3ae92278ebf67097698.pdfAzoCODLight AbsorbancepHConcentration
collection DOAJ
language English
format Article
sources DOAJ
author Farhad Ghaderi- Zafrei
Bita Ayati
Hossein Ganjidoost
Rasool Sarraf Mamoori
spellingShingle Farhad Ghaderi- Zafrei
Bita Ayati
Hossein Ganjidoost
Rasool Sarraf Mamoori
Treatment of Wastewater Containing Acid Orange 7 Using Ozonation Process and Determination of the Intermediate By-products
آب و فاضلاب
Azo
COD
Light Absorbance
pH
Concentration
author_facet Farhad Ghaderi- Zafrei
Bita Ayati
Hossein Ganjidoost
Rasool Sarraf Mamoori
author_sort Farhad Ghaderi- Zafrei
title Treatment of Wastewater Containing Acid Orange 7 Using Ozonation Process and Determination of the Intermediate By-products
title_short Treatment of Wastewater Containing Acid Orange 7 Using Ozonation Process and Determination of the Intermediate By-products
title_full Treatment of Wastewater Containing Acid Orange 7 Using Ozonation Process and Determination of the Intermediate By-products
title_fullStr Treatment of Wastewater Containing Acid Orange 7 Using Ozonation Process and Determination of the Intermediate By-products
title_full_unstemmed Treatment of Wastewater Containing Acid Orange 7 Using Ozonation Process and Determination of the Intermediate By-products
title_sort treatment of wastewater containing acid orange 7 using ozonation process and determination of the intermediate by-products
publisher Water and Wastewater Consulting Engineers Research Development
series آب و فاضلاب
issn 1024-5936
2383-0905
publishDate 2015-05-01
description In this research, ozonation was used for treating wastewater containing acid orange 7 in a batch reactor. The independent parameters were initial dye concentration, pH, and ozone mass and volumetric flow rates. The experiments were conducted with initial concentration in the range of 5-250 mg/L, pH levels of 4-12, ozone mass flow rates of 12 and 20 mg/min, and volumetric flow rates of 0.5 and 1 L/min. Based on the results, the optimum conditions were achieved at a dye concentration of 100 mg/L, a pH level of 11, an ozone mass flow rate of 20 mg/min, and an ozone volumetric flow rate of 1 L/min. Dye and COD removal efficiencies in these conditions were 100% and 30%, respectively, after 150 minutes. According to the absorbance curves, light absorbance of wastewater increased by 100% in the range of 450-500 nm by ozonation under the optimum conditions after dye removal. Based on the GC-Mass test and the values of LD50, acid orange 7 was converted to toxic compounds of aniline, 1-naphthylamine, 2-naphthol, and 1, 4-naphthalenediol indicating that ozonation had to be continued until complete COD removal. Based on the Taguchi experimental design data for real textile wastewater, the optimum conditions were obtained for a pH level of 11, a gas flow rate of 1 L/min, and an ozonation injection rate of 20 mg/min.
topic Azo
COD
Light Absorbance
pH
Concentration
url http://www.wwjournal.ir/article_7935_afb44580ac03f3ae92278ebf67097698.pdf
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