Please use this identifier to cite or link to this item:
Title: Assessment of brewery effluent composition from a beer producing industry in KwaZulu-Natal, South Africa
Authors: Enitan, Abimbola Motunrayo 
Swalaha, Feroz Mahomed 
Adeyemo, Josiah 
Bux, Faizal 
Keywords: Biodegradable;Brewery wastewater;Environmental pollution;Organic content;Physio-chemical composition
Issue Date: 2014
Publisher: PSP
Source: Enitan, A. M.; Swalaha, F. M.; Adeyemo, J. and Bux, F. 2014. Assessment of brewery effluent composition from a beer producing industry in KwaZulu-Natal, South Africa. Freseniun Environment Bulletin. 23(3): 693-701.
Journal: Fresenius environmental bulletin 
The objective of the study was to assess the physico-chemical composition and process variations of the effluent from a brewery industry located in KwaZulu - Natal, South Africa during the months of September 2011 to May 2012. The parameters monitored for the quantitative analysis of brewery wastewater include the total and soluble chemical oxygen demand (TCOD and SCOD), biological oxygen demand (BOD5), total solids (TS), volatile solids (VS), total suspended solids (TSS), volatile suspended solids (TSS), pH, ammonia (NH3), total oxidized nitrogen, nitrate, nitrite, phosphorus, electrical conductivity (EC), crude protein and alkalinity content. On the average, the TCOD and SCOD concentrations of the brewery effluent were 5340.97 and 3902.24 mg/L, respectively, with average pH values of 4.0 to 6.7. The BOD and the solids content of the effluent from the brewery industry were high indicating that the effluent is of biodegradable type. This suggests that the effluent is very rich in organics, and its discharge into the water bodies or the municipal treatment plant can cause environmental pollution or damage the treatment plant. In addition, there were variations in the effluent composition throughout the period of monitoring which might be due to the activities that take place during the production process and the effects of peak periods of beer production. Thus, there is a need for an on-site effluent treatment plant in order to reduce the high pollution of the effluent prior to its discharge to the municipal wastewater treatment plants.
ISSN: 1018-4619
Appears in Collections:Research Publications (Water and Wastewater Technology)

Show full item record

Page view(s) 50

checked on Jul 14, 2024

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.