Treatment of a Real Brewery Wastewater with Coagulation and Flocculation: Impact on Organic Substance and Nutrient Concentrations

dc.contributor.authorCarnevale Miino, Marcocs
dc.contributor.authorTorretta, Vincenzocs
dc.contributor.authorRepková, Martinacs
dc.contributor.authorHlavínek, Petrcs
dc.contributor.authorTelek, Júliuscs
dc.coverage.issue6cs
dc.coverage.volume15cs
dc.date.accessioned2026-01-07T07:53:33Z
dc.date.issued2025-03-10cs
dc.description.abstractFeatured Application This work presents important data about the impact of the coagulation and flocculation process on the industrial-scale treatment of brewery wastewater, providing technical operators with essential information about the efficacy of various reagents under varied conditions.Abstract Brewery wastewater (BWW) often contains a high concentration of organic matter and nutrients, requiring pre-treatment before it can be effectively treated in conventional wastewater treatment plants. This study focuses on the use of coagulation-flocculation techniques to treat real industrial wastewater. Firstly, lab-scale tests have been carried out to determine the most effective coagulant and flocculant type and concentration. The levels of pollutants, including chemical oxygen demand (COD), biological oxygen demand in five days (BOD5), total nitrogen (Ntot), total phosphorus (Ptot), and orthophosphate (P-PO43-) have been measured to assess the efficiency of the procedure. Industrial scale tests were performed in optimal conditions in order to evaluate the effectiveness of the treatment on a larger scale and estimate the generation of chemical sludge. The most effective substances for coagulation and flocculation were polyaluminium chloride (PAC) and anion-active flocculant (AAF) ZETAG 4139 0.1%, respectively, at concentrations of 675 mgL-1 and 40 mgL-1. During industrial-scale tests, the process allowed the effective removal of TSS (86.8%), Ntot (51.8%), Ptot (95.5%), and P-PO43- (99.6%), while the limited removal of organic substances has been highlighted (BOD5: 34.3%; COD: 26.5%). The dry matter (DM) content of the separated sludge was found to be 4.5-5%, and a yield of 1.01 kgDM per kg of COD removed was obtained after flocculation treatment of the BWW. These findings can be beneficial for both the scientific community and technical operators, offering insights into the effectiveness of various coagulants and flocculants on industrial-scale wastewater treatment.en
dc.description.abstractFeatured Application This work presents important data about the impact of the coagulation and flocculation process on the industrial-scale treatment of brewery wastewater, providing technical operators with essential information about the efficacy of various reagents under varied conditions.Abstract Brewery wastewater (BWW) often contains a high concentration of organic matter and nutrients, requiring pre-treatment before it can be effectively treated in conventional wastewater treatment plants. This study focuses on the use of coagulation-flocculation techniques to treat real industrial wastewater. Firstly, lab-scale tests have been carried out to determine the most effective coagulant and flocculant type and concentration. The levels of pollutants, including chemical oxygen demand (COD), biological oxygen demand in five days (BOD5), total nitrogen (Ntot), total phosphorus (Ptot), and orthophosphate (P-PO43-) have been measured to assess the efficiency of the procedure. Industrial scale tests were performed in optimal conditions in order to evaluate the effectiveness of the treatment on a larger scale and estimate the generation of chemical sludge. The most effective substances for coagulation and flocculation were polyaluminium chloride (PAC) and anion-active flocculant (AAF) ZETAG 4139 0.1%, respectively, at concentrations of 675 mgL-1 and 40 mgL-1. During industrial-scale tests, the process allowed the effective removal of TSS (86.8%), Ntot (51.8%), Ptot (95.5%), and P-PO43- (99.6%), while the limited removal of organic substances has been highlighted (BOD5: 34.3%; COD: 26.5%). The dry matter (DM) content of the separated sludge was found to be 4.5-5%, and a yield of 1.01 kgDM per kg of COD removed was obtained after flocculation treatment of the BWW. These findings can be beneficial for both the scientific community and technical operators, offering insights into the effectiveness of various coagulants and flocculants on industrial-scale wastewater treatment.en
dc.formattextcs
dc.format.extent1-13cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationApplied Sciences-Basel. 2025, vol. 15, issue 6, p. 1-13.en
dc.identifier.doi10.3390/app15062999cs
dc.identifier.issn2076-3417cs
dc.identifier.orcid0000-0003-3669-1635cs
dc.identifier.orcid0000-0002-7594-1169cs
dc.identifier.orcid0000-0001-9447-9531cs
dc.identifier.orcid0009-0007-3471-8677cs
dc.identifier.other197342cs
dc.identifier.researcheridEAB-7507-2022cs
dc.identifier.researcheridP-7371-2015cs
dc.identifier.scopus57206935205cs
dc.identifier.scopus56291664500cs
dc.identifier.urihttps://hdl.handle.net/11012/255781
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofApplied Sciences-Baselcs
dc.relation.urihttps://www.mdpi.com/2076-3417/15/6/2999cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2076-3417/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectbreweryen
dc.subjectindustrial wastewateren
dc.subjectpolyaluminium chlorideen
dc.subjectflocculantsen
dc.subjectchemical pre-treatmenten
dc.subjectbrewery
dc.subjectindustrial wastewater
dc.subjectpolyaluminium chloride
dc.subjectflocculants
dc.subjectchemical pre-treatment
dc.titleTreatment of a Real Brewery Wastewater with Coagulation and Flocculation: Impact on Organic Substance and Nutrient Concentrationsen
dc.title.alternativeTreatment of a Real Brewery Wastewater with Coagulation and Flocculation: Impact on Organic Substance and Nutrient Concentrationsen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-197342en
sync.item.dbtypeVAVen
sync.item.insts2026.01.07 08:53:33en
sync.item.modts2026.01.07 08:32:46en
thesis.grantorVysoké učení technické v Brně. Fakulta chemická. Ústav chemie a technologie ochrany životního prostředícs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav vodního hospodářství obcícs

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
VaV ID 197342.pdf
Size:
1.55 MB
Format:
Adobe Portable Document Format
Description:
file VaV ID 197342.pdf