Simultaneous nitrate and perchlorate removal from groundwater by heterotrophic-autotrophic sequential system

dc.authorid0000-0003-0175-8078
dc.authorid0000-0002-4904-6056
dc.authorid0000-0001-9400-7892
dc.authorid0000-0002-9898-9173
dc.authorid0000-0001-6512-5232
dc.contributor.authorUçar, Deniz
dc.contributor.authorCokgor, Emine Ubay
dc.contributor.authorŞahinkaya, Erkan
dc.contributor.authorCetin, Umut
dc.contributor.authorBereketoglu, Ceyhun
dc.contributor.authorCalimlioglu, Beste
dc.contributor.authorGoncu, Betul
dc.date.accessioned2025-05-10T19:49:41Z
dc.date.issued2017
dc.departmentİMÜ, Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, Biyomühendislik Bölümü
dc.description.abstractPerchlorate is a naturally occurring and manufactured chemical anion and can be present in water sources together with nitrate. This study aims at (1) determining the nitrate and perchlorate contamination in a semi-arid plain (Harran Plain) and (2) evaluating the performance of a heterotrophic-autotrophic sequential denitrification process for nitrate and perchlorate removal from the groundwater of this plain. The nitrate in the groundwater samples varied between 4.07 and 83.22 mg l(-1) NO3--N. Perchlorate was added to groundwater samples externally and its concentration was increased from 100 to 1500 mu g l(-1). The total nitrogen concentrations in the sequential system effluent throughout the study were always below 0.5 mg l(-1). C/N ratio was 2.44 which was slightly lower than the theoretical level of 2.47. Therefore the average NO3--N in the heterotrophic reactor effluent was 19 +/- 3.7 mg l(-1) corresponding to an efficiency of 75% reduction. The remaining nitrate and nitrite were almost completely reduced in the autotrophic process. The system's perchlorate removal efficiency was above 98%, except during the last period (82%), at which influent perchlorate was 1500 mu g l(-1). The maximum perchlorate reduction rate throughout the study was around 15 mg/(L.d). Both perchlorate and nitrate reduction were partial in the heterotrophic reactor, but completed in the following autotrophic process. (C) 2016 Elsevier Ltd. All rights reserved.
dc.description.sponsorshipScientific and Technological Research Council of Turkey [113Y023]
dc.description.sponsorshipThis work was supported by the Scientific and Technological Research Council of Turkey under project no. 113Y023.
dc.identifier.doi10.1016/j.ibiod.2016.10.017
dc.identifier.endpage90
dc.identifier.issn0964-8305
dc.identifier.issn1879-0208
dc.identifier.scopus2-s2.0-84992020770
dc.identifier.scopusqualityQ1
dc.identifier.startpage83
dc.identifier.urihttps://doi.org/10.1016/j.ibiod.2016.10.017
dc.identifier.urihttps://hdl.handle.net/20.500.14730/12100
dc.identifier.volume116
dc.identifier.wosWOS:000390498700010
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofInternational Biodeterioration & Biodegradation
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20250302
dc.subjectGroundwater quality
dc.subjectNitrate reduction
dc.subjectPerchlorate reduction
dc.subjectSequential system
dc.titleSimultaneous nitrate and perchlorate removal from groundwater by heterotrophic-autotrophic sequential system
dc.typeArticle

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