Heavy Metal Removal Investigation in Conventional Activated Sludge Systems

dc.authorid Ozalp Yaman, Seniz/0000-0002-4166-0529
dc.authorid Buaisha, Dr.Magdi/0000-0001-9879-968X
dc.authorscopusid 57211402383
dc.authorscopusid 11139496600
dc.authorscopusid 56054555600
dc.authorwosid Yaman, Şeniz Özalp/AAK-1854-2021
dc.contributor.author Buaisha, Magdi
dc.contributor.author Balku, Saziye
dc.contributor.author Ozalp-Yaman, Seniz
dc.contributor.other Energy Systems Engineering
dc.contributor.other Chemical Engineering
dc.date.accessioned 2024-07-05T15:38:24Z
dc.date.available 2024-07-05T15:38:24Z
dc.date.issued 2020
dc.department Atılım University en_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, Turkey en_US
dc.description Ozalp Yaman, Seniz/0000-0002-4166-0529; Buaisha, Dr.Magdi/0000-0001-9879-968X en_US
dc.description.abstract The 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.citationcount 152
dc.identifier.doi 10.28991/cej-2020-03091484
dc.identifier.endpage 477 en_US
dc.identifier.issn 2676-6957
dc.identifier.issn 2476-3055
dc.identifier.issue 3 en_US
dc.identifier.scopus 2-s2.0-85084259546
dc.identifier.scopusquality Q2
dc.identifier.startpage 470 en_US
dc.identifier.uri https://doi.org/10.28991/cej-2020-03091484
dc.identifier.uri https://hdl.handle.net/20.500.14411/3108
dc.identifier.volume 6 en_US
dc.identifier.wos WOS:000518415200005
dc.institutionauthor Balku, Şaziye
dc.institutionauthor Özalp Yaman, Şeniz
dc.language.iso en en_US
dc.publisher C Ej Publishing Group en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.scopus.citedbyCount 181
dc.subject Activated Sludge en_US
dc.subject ASM3 en_US
dc.subject Heavy Metal en_US
dc.subject Heterotrophs en_US
dc.subject Kinetic Models en_US
dc.title Heavy Metal Removal Investigation in Conventional Activated Sludge Systems en_US
dc.type Article en_US
dc.wos.citedbyCount 164
dspace.entity.type Publication
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