Heavy Metal Removal Investigation in Conventional Activated Sludge Systems

dc.authoridOzalp Yaman, Seniz/0000-0002-4166-0529
dc.authoridBuaisha, Dr.Magdi/0000-0001-9879-968X
dc.authorscopusid57211402383
dc.authorscopusid11139496600
dc.authorscopusid56054555600
dc.authorwosidYaman, Şeniz Özalp/AAK-1854-2021
dc.contributor.authorBalku, Şaziye
dc.contributor.authorBalku, Saziye
dc.contributor.authorÖzalp Yaman, Şeniz
dc.contributor.otherEnergy Systems Engineering
dc.contributor.otherChemical Engineering
dc.date.accessioned2024-07-05T15:38:24Z
dc.date.available2024-07-05T15:38:24Z
dc.date.issued2020
dc.departmentAtılım Universityen_US
dc.department-temp[Buaisha, Magdi; Ozalp-Yaman, Seniz] Atilim Univ, Dept Chem Engn & Appl Chem, Ankara, Turkey; [Balku, Saziye] Atilim Univ, Dept Energy Syst Engn, Ankara, Turkeyen_US
dc.descriptionOzalp Yaman, Seniz/0000-0002-4166-0529; Buaisha, Dr.Magdi/0000-0001-9879-968Xen_US
dc.description.abstractThe combination of industrial and domestic wastewater in municipal WWTPs (waste water treatment plants) may be economically profitable, but it increases the difficulty of treatment, and also has some detrimental effects on the biomass and causes a low-quality final effluent. The present study evaluates the treatment process both in the presence and absence of heavy metals using ASM3 (activated sludge model no.3) so as to improve the model by means of incorporating other novel inhibitory kinetic and settler models. The results reveal that the presence of heavy metal, a case study for copper and cadmium at a concentration of 0.7 mgL(-1) in a biological treatment system has a negative effect on heterotrophic bacteria concentration by 25.00 %, and 8.76 % respectively. Meanwhile, there are no important changes in COD (chemical oxygen demand), SS (total suspended solids) and TN (total nitrogen) in the final effluent in the conventional system. However, all these parameters are acceptable and consistent with EU Commission Directives. The results indicate that ASM3 can predict and provide an opportunity of the operation for an activated sludge wastewater treatment plant that receives the effluent from an industrial plant.en_US
dc.identifier.citation152
dc.identifier.doi10.28991/cej-2020-03091484
dc.identifier.endpage477en_US
dc.identifier.issn2676-6957
dc.identifier.issn2476-3055
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85084259546
dc.identifier.scopusqualityQ2
dc.identifier.startpage470en_US
dc.identifier.urihttps://doi.org/10.28991/cej-2020-03091484
dc.identifier.urihttps://hdl.handle.net/20.500.14411/3108
dc.identifier.volume6en_US
dc.identifier.wosWOS:000518415200005
dc.language.isoenen_US
dc.publisherC Ej Publishing Groupen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectActivated Sludgeen_US
dc.subjectASM3en_US
dc.subjectHeavy Metalen_US
dc.subjectHeterotrophsen_US
dc.subjectKinetic Modelsen_US
dc.titleHeavy Metal Removal Investigation in Conventional Activated Sludge Systemsen_US
dc.typeArticleen_US
dspace.entity.typePublication
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