Publication:
Full Scale Subsurface Flow Constructed Wetlands for Domestic Wastewater Treatment: 3 Years' Experience

dc.authorscopusid57090524600
dc.authorscopusid6503852838
dc.authorscopusid24282155300
dc.authorscopusid55360859700
dc.contributor.authorAydın Temel, F.
dc.contributor.authorÖzyazici, G.
dc.contributor.authorUslu, V.R.
dc.contributor.authorOrhan Ardali, Y.
dc.date.accessioned2020-06-21T13:10:54Z
dc.date.available2020-06-21T13:10:54Z
dc.date.issued2018
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Aydın Temel] Fulya, Department of Environmental Engineering, Giresun Üniversitesi, Giresun, Giresun, Turkey; [Özyazici] Gülen, Department of Field Crops, Siirt Üniversitesi, Siirt, Turkey; [Uslu] Vedide Rezan, Department of Statistics, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Orhan Ardali] Yuksel-Yuksel-Yueksel, Department of Environmental Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkeyen_US
dc.description.abstractIn the present study, a horizontal subsurface flow constructed wetlands divided three equal parts was designed and constructed at a full scale to treat wastewater of Yörükçal village located in Black Sea region. Three macrophytes namely Juncus acutus, Cortaderia selloana, and Phragmites australis were used in each wetland system. The total surface area of all wetlands is 520 m2. The average removal efficiencies of J. acutus, C. selloana, and P. australis were obtained as 57, 56, and 54% for BOD; 51, 33, and 27% for TN; 55, 58, and 46% for OM; 45, 39, and 32% for orthophosphate; 22, 38, and 24% for NH+ <inf>4</inf> -N; 13, 20, and 24% for TSS; 33, 44 and 39% for SO2– <inf>4</inf>, respectively. One-way analysis of variance (ANOVA) between groups was applied to determine any difference in the removal of all parameters between the plant types and months depending on the mean values of pollutant removal. Due to the problems such as costs of construction, maintenance and repair, and reduced flow rate encountered especially during the collection of wastewater in rural regions and transport to wastewater treatment plants in the city, the in-situ treatment applications may be unavoidable. According to the results, Constructed Wetlands (CW) designed correctly are economically and environmentally to treat wastewater of rural settlements. © 2018 American Institute of Chemical Engineers Environ Prog, 37: 1348–1360, 2018. © 2018 American Institute of Chemical Engineers Environ Progen_US
dc.identifier.doi10.1002/ep.12908
dc.identifier.endpage1360en_US
dc.identifier.issn1944-7442
dc.identifier.issn1944-7450
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85046489905
dc.identifier.scopusqualityQ2
dc.identifier.startpage1348en_US
dc.identifier.urihttps://doi.org/10.1002/ep.12908
dc.identifier.urihttps://hdl.handle.net/20.500.12712/11533
dc.identifier.volume37en_US
dc.identifier.wosWOS:000443386000011
dc.identifier.wosqualityQ3
dc.language.isoenen_US
dc.publisherJohn Wiley and Sons Inc. cs-journals@wiley.comen_US
dc.relation.ispartofEnvironmental Progress & Sustainable Energyen_US
dc.relation.journalEnvironmental Progress & Sustainable Energyen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectConstructed Wetlanden_US
dc.subjectCortaderia Selloanaen_US
dc.subjectJuncus Acutusen_US
dc.subjectPhragmites Australisen_US
dc.subjectWastewater Treatmenten_US
dc.titleFull Scale Subsurface Flow Constructed Wetlands for Domestic Wastewater Treatment: 3 Years' Experienceen_US
dc.typeArticleen_US
dspace.entity.typePublication

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