Yayın: Simultaneous nitrate and perchlorate removal from groundwater by heterotrophic-autotrophic sequential system
| dc.contributor.author | Ucar, Deniz | |
| dc.contributor.author | Cokgor, Emine Ubay | |
| dc.contributor.author | Sahinkaya, Erkan | |
| dc.contributor.author | Cetin, Umut | |
| dc.contributor.author | Bereketoglu, Ceyhun | |
| dc.contributor.author | Calimlioglu, Beste | |
| dc.contributor.author | Goncu, Betul | |
| dc.contributor.author | Yurtsever, Adem | |
| dc.date.accessioned | 2026-06-27T13:59:31Z | |
| dc.date.issued | 2017 | |
| dc.description.abstract | Perchlorate 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. | en |
| dc.description.sponsorship | Scientific and Technological Research Council of Turkey [113Y023] | |
| dc.description.uri | https://doi.org/10.1016/j.ibiod.2016.10.017 | |
| dc.identifier.doi | 10.1016/j.ibiod.2016.10.017 | |
| dc.identifier.eissn | 1879-0208 | |
| dc.identifier.endpage | 90 | |
| dc.identifier.issn | 0964-8305 | |
| dc.identifier.startpage | 83 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.14981/56337 | |
| dc.identifier.volume | 116 | |
| dc.identifier.wos | 000390498700010 | |
| dc.language.iso | eng | |
| dc.publisher | ELSEVIER SCI LTD | |
| dc.relation.ispartof | INTERNATIONAL BIODETERIORATION & BIODEGRADATION | |
| dc.subject | Groundwater quality | |
| dc.subject | Nitrate reduction | |
| dc.subject | Perchlorate reduction | |
| dc.subject | Sequential system | |
| dc.subject | MIXOTROPHIC DENITRIFICATION PROCESSES | |
| dc.subject | DRINKING-WATER | |
| dc.subject | HARRAN PLAIN | |
| dc.subject | GAP PROJECT | |
| dc.subject | REDUCTION | |
| dc.subject | IRRIGATION | |
| dc.subject | RATIO | |
| dc.subject | TIME | |
| dc.subject | Biotechnology & Applied Microbiology | |
| dc.subject | Environmental Sciences & Ecology | |
| dc.title | Simultaneous nitrate and perchlorate removal from groundwater by heterotrophic-autotrophic sequential system | |
| dc.type | Article | |
| dspace.entity.type | Publication | |
| local.import.source | WOS |