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Treatment of saline municipal wastewater using hybrid growth system

BACKGROUND: In this study, a hybrid treatment system (Fluidized Bed positioned in a biological reactor of an Activated Sludge process) was used to treat saline domestic wastewater. The performance of the mentioned hybrid system was compared with the conventional activated sludge. A pilot study was c...

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Autores principales: Salmanikhas, N., Tizghadam, M., Rashidi Mehrabadi, A.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: BioMed Central 2016
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5006585/
https://www.ncbi.nlm.nih.gov/pubmed/27582873
http://dx.doi.org/10.1186/s13036-016-0030-7
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author Salmanikhas, N.
Tizghadam, M.
Rashidi Mehrabadi, A.
author_facet Salmanikhas, N.
Tizghadam, M.
Rashidi Mehrabadi, A.
author_sort Salmanikhas, N.
collection PubMed
description BACKGROUND: In this study, a hybrid treatment system (Fluidized Bed positioned in a biological reactor of an Activated Sludge process) was used to treat saline domestic wastewater. The performance of the mentioned hybrid system was compared with the conventional activated sludge. A pilot study was conducted, and Chemical Oxygen Demand (COD), Electrical Conductivity (EC), Total Dissolved Solids (TDS) and pH were measured to investigate treatment efficiency. Three saline wastewater samples with salt concentrations of 0.5, 1, and 1.5 % and detention times of 2, 4 and 6 h were loaded into both rectors of hybrid system and activated sludge. RESULTS: The results showed that Chemical Oxygen Demand (COD) removals at salt concentrations of 0.5, 1, 1.5 % were equal to 80, 71, 48.5 for the hybrid system and 62, 47.7, 26.5 for the activated sludge system respectively. Likewise, similar results obtained for other contamination indices indicating the superiority of the hybrid system in comparison to activated sludge system. Moreover, another advantage of the hybrid system was that the activated sludge needed sludge returning while sludge returning was not required in the hybrid system. In addition, by loading fixed rate of air into both systems, dissolved oxygen concentration in the hybrid reactor is higher than the conventional reactor. CONCLUSIONS: Therefore, the hybrid system had a significantly higher efficiency than conventional reactor to treat saline domestic wastewater.
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spelling pubmed-50065852016-09-01 Treatment of saline municipal wastewater using hybrid growth system Salmanikhas, N. Tizghadam, M. Rashidi Mehrabadi, A. J Biol Eng Research BACKGROUND: In this study, a hybrid treatment system (Fluidized Bed positioned in a biological reactor of an Activated Sludge process) was used to treat saline domestic wastewater. The performance of the mentioned hybrid system was compared with the conventional activated sludge. A pilot study was conducted, and Chemical Oxygen Demand (COD), Electrical Conductivity (EC), Total Dissolved Solids (TDS) and pH were measured to investigate treatment efficiency. Three saline wastewater samples with salt concentrations of 0.5, 1, and 1.5 % and detention times of 2, 4 and 6 h were loaded into both rectors of hybrid system and activated sludge. RESULTS: The results showed that Chemical Oxygen Demand (COD) removals at salt concentrations of 0.5, 1, 1.5 % were equal to 80, 71, 48.5 for the hybrid system and 62, 47.7, 26.5 for the activated sludge system respectively. Likewise, similar results obtained for other contamination indices indicating the superiority of the hybrid system in comparison to activated sludge system. Moreover, another advantage of the hybrid system was that the activated sludge needed sludge returning while sludge returning was not required in the hybrid system. In addition, by loading fixed rate of air into both systems, dissolved oxygen concentration in the hybrid reactor is higher than the conventional reactor. CONCLUSIONS: Therefore, the hybrid system had a significantly higher efficiency than conventional reactor to treat saline domestic wastewater. BioMed Central 2016-08-31 /pmc/articles/PMC5006585/ /pubmed/27582873 http://dx.doi.org/10.1186/s13036-016-0030-7 Text en © The Author(s). 2016 Open AccessThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. The Creative Commons Public Domain Dedication waiver (http://creativecommons.org/publicdomain/zero/1.0/) applies to the data made available in this article, unless otherwise stated.
spellingShingle Research
Salmanikhas, N.
Tizghadam, M.
Rashidi Mehrabadi, A.
Treatment of saline municipal wastewater using hybrid growth system
title Treatment of saline municipal wastewater using hybrid growth system
title_full Treatment of saline municipal wastewater using hybrid growth system
title_fullStr Treatment of saline municipal wastewater using hybrid growth system
title_full_unstemmed Treatment of saline municipal wastewater using hybrid growth system
title_short Treatment of saline municipal wastewater using hybrid growth system
title_sort treatment of saline municipal wastewater using hybrid growth system
topic Research
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5006585/
https://www.ncbi.nlm.nih.gov/pubmed/27582873
http://dx.doi.org/10.1186/s13036-016-0030-7
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