Investigating the effect of canal treatment on the wastewater refining facilities

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dc.authorid0000-0002-8144-8266
dc.authorscopusid57194470624
dc.authorwosidYINANC, Abdullah/I-7843-2016
dc.contributor.authorYinanç, Abdullah
dc.date.accessioned2022-05-11T14:47:51Z
dc.date.available2022-05-11T14:47:51Z
dc.date.issued2017
dc.departmentMeslek Yüksekokulları, Teknik Bilimler Meslek Yüksekokulu, İnşaat Bölümü
dc.description.abstractIn this study, all wastewater transport and treatment systems in Istanbul are discussed in detail. Collector Collecting (Storage) Capacity of the large wastewater canalization systems was investigated by considering the length and diameter of the collectors. The active capacity of the large-scale collectors that feed the whole refining facility was defined. The facilities and the feeding lines whose active capacity rates are more than 45% (active capacity/project capacity rate) are evaluated. Standby duration usage capacity of collectors for time-based situations when the standby exceeds 70% was subjected to the correlation. The collector lines and regions whose standby duration is over 5 h were determined. The gradient, gas generating status and current land status of the collectors that feed the facility were determined by considering the residential areas, and the Biological Wastewater Treatment Facilities on the collector lines and the collectors with appropriate ventilation systems (chimney, etc.) were taken into evaluation. In particular, one of the branches of Tuzla collector was used in our research and practice. The process of the impacts of the current flow conditions of the canal line on Tuzla wastewater treatment facility was examined. The results of the canal treatment on the wastewater in Istanbul were discussed in more detail.
dc.identifier.doi10.5004/dwt.2017.20347
dc.identifier.endpage116
dc.identifier.issn1944-3994
dc.identifier.issn1944-3986
dc.identifier.scopus2-s2.0-85020305181
dc.identifier.scopusqualityQ3
dc.identifier.startpage112
dc.identifier.urihttps://doi.org/10.5004/dwt.2017.20347
dc.identifier.urihttps://hdl.handle.net/20.500.11776/10564
dc.identifier.volume67
dc.identifier.wosWOS:000403569700013
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorYinanç, Abdullah
dc.language.isoen
dc.publisherDesalination Publ
dc.relation.ispartofDesalination and Water Treatment
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectWastewater treatment
dc.subjectPumping
dc.subjectWater aqueduct
dc.subjectTuzla
dc.titleInvestigating the effect of canal treatment on the wastewater refining facilities
dc.typeArticle

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