Physicochemical assessment of urban wastewater of Cotonou (Benin)

The present study aims to fill the data gap analysis in urban wastewaters characteristics in Benin and its statistical analysis. Physicochemical parameters such as pH, electrical conductivity (EC), Chemical Oxygen Demand (COD), Biochemical Oxygen Demand (BOD5), Total Kjeldahl Nitrogen (TKN), Total P...

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Autores principales: Mohamed M. Arêmou Daouda, S. Peace Hounkpè, M. Belfrid Djihouessi, A. V. Onesime Akowanou, Martin Pépin Aïna, Patrick Drogui
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Publicado: IWA Publishing 2021
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spelling oai:doaj.org-article:0fe417203c08432aaa8d7de8f030e9c22021-11-06T10:52:51ZPhysicochemical assessment of urban wastewater of Cotonou (Benin)0273-12231996-973210.2166/wst.2021.073https://doaj.org/article/0fe417203c08432aaa8d7de8f030e9c22021-03-01T00:00:00Zhttp://wst.iwaponline.com/content/83/6/1499https://doaj.org/toc/0273-1223https://doaj.org/toc/1996-9732The present study aims to fill the data gap analysis in urban wastewaters characteristics in Benin and its statistical analysis. Physicochemical parameters such as pH, electrical conductivity (EC), Chemical Oxygen Demand (COD), Biochemical Oxygen Demand (BOD5), Total Kjeldahl Nitrogen (TKN), Total Phosphorus (TP) and UV Absorbance at 254 nm, were determined on domestic (greywater and blackwater) and industrial (hospital, pharmaceutical and commercial laundry) wastewater in Cotonou city. Analysis of variance showed a strong significant difference in the physico-chemistry of the various effluents. The pharmaceutical wastewater has the highest concentration of organic pollution (COD = 5,912 ± 1,026 mg/L, Abs.UV254 = 2.667 ± 0.327 cm−1). The organic load of blackwater is mainly in particulate and biodegradable form. Besides, the correlation study showed the limits of pH and EC as an indicator of organic load. Furthermore, the choice of COD or BOD5 as the main design parameter would be limited to blackwater treatment. Abs.UV254 was found to be the parameter having a strong relationship with other parameters of all effluents except blackwater. It then takes priority over COD for the treatment of greywater and industrial wastewater. For future wastewater treatment plant design, we recommend to consider Abs.UV254 as an important parameter.Mohamed M. Arêmou DaoudaS. Peace HounkpèM. Belfrid DjihouessiA. V. Onesime AkowanouMartin Pépin AïnaPatrick DroguiIWA Publishingarticleorganic pollution parameterurban wastewateruv absorbance 254Environmental technology. Sanitary engineeringTD1-1066ENWater Science and Technology, Vol 83, Iss 6, Pp 1499-1510 (2021)
institution DOAJ
collection DOAJ
language EN
topic organic pollution parameter
urban wastewater
uv absorbance 254
Environmental technology. Sanitary engineering
TD1-1066
spellingShingle organic pollution parameter
urban wastewater
uv absorbance 254
Environmental technology. Sanitary engineering
TD1-1066
Mohamed M. Arêmou Daouda
S. Peace Hounkpè
M. Belfrid Djihouessi
A. V. Onesime Akowanou
Martin Pépin Aïna
Patrick Drogui
Physicochemical assessment of urban wastewater of Cotonou (Benin)
description The present study aims to fill the data gap analysis in urban wastewaters characteristics in Benin and its statistical analysis. Physicochemical parameters such as pH, electrical conductivity (EC), Chemical Oxygen Demand (COD), Biochemical Oxygen Demand (BOD5), Total Kjeldahl Nitrogen (TKN), Total Phosphorus (TP) and UV Absorbance at 254 nm, were determined on domestic (greywater and blackwater) and industrial (hospital, pharmaceutical and commercial laundry) wastewater in Cotonou city. Analysis of variance showed a strong significant difference in the physico-chemistry of the various effluents. The pharmaceutical wastewater has the highest concentration of organic pollution (COD = 5,912 ± 1,026 mg/L, Abs.UV254 = 2.667 ± 0.327 cm−1). The organic load of blackwater is mainly in particulate and biodegradable form. Besides, the correlation study showed the limits of pH and EC as an indicator of organic load. Furthermore, the choice of COD or BOD5 as the main design parameter would be limited to blackwater treatment. Abs.UV254 was found to be the parameter having a strong relationship with other parameters of all effluents except blackwater. It then takes priority over COD for the treatment of greywater and industrial wastewater. For future wastewater treatment plant design, we recommend to consider Abs.UV254 as an important parameter.
format article
author Mohamed M. Arêmou Daouda
S. Peace Hounkpè
M. Belfrid Djihouessi
A. V. Onesime Akowanou
Martin Pépin Aïna
Patrick Drogui
author_facet Mohamed M. Arêmou Daouda
S. Peace Hounkpè
M. Belfrid Djihouessi
A. V. Onesime Akowanou
Martin Pépin Aïna
Patrick Drogui
author_sort Mohamed M. Arêmou Daouda
title Physicochemical assessment of urban wastewater of Cotonou (Benin)
title_short Physicochemical assessment of urban wastewater of Cotonou (Benin)
title_full Physicochemical assessment of urban wastewater of Cotonou (Benin)
title_fullStr Physicochemical assessment of urban wastewater of Cotonou (Benin)
title_full_unstemmed Physicochemical assessment of urban wastewater of Cotonou (Benin)
title_sort physicochemical assessment of urban wastewater of cotonou (benin)
publisher IWA Publishing
publishDate 2021
url https://doaj.org/article/0fe417203c08432aaa8d7de8f030e9c2
work_keys_str_mv AT mohamedmaremoudaouda physicochemicalassessmentofurbanwastewaterofcotonoubenin
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AT avonesimeakowanou physicochemicalassessmentofurbanwastewaterofcotonoubenin
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