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A sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage

The integration of anoxic filter and aerobic rotating biological contactor shows promise in treating rural domestic sewage. It offers high efficiency, low sludge production, and strong shock resistance. However, further optimization is needed for odor control, pollutant removal, and power consumptio...

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Autores principales: Cheng, Helai, Lee, Wenhua, Wen, Cangxiang, Dai, Hongliang, Cheng, Fangkui, Lu, Xiwu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10689935/
https://www.ncbi.nlm.nih.gov/pubmed/38045187
http://dx.doi.org/10.1016/j.heliyon.2023.e22339
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author Cheng, Helai
Lee, Wenhua
Wen, Cangxiang
Dai, Hongliang
Cheng, Fangkui
Lu, Xiwu
author_facet Cheng, Helai
Lee, Wenhua
Wen, Cangxiang
Dai, Hongliang
Cheng, Fangkui
Lu, Xiwu
author_sort Cheng, Helai
collection PubMed
description The integration of anoxic filter and aerobic rotating biological contactor shows promise in treating rural domestic sewage. It offers high efficiency, low sludge production, and strong shock resistance. However, further optimization is needed for odor control, pollutant removal, and power consumption. In this study, the investigation on a one-pump-drive lab-scale device of retention anoxic filter (RAF) integrated with hydraulic rotating bio-contactor (HRBC) and its optimal operation mode were conducted. During the 50-day operation, optimal operation parameters were investigated. These parameters included a 175 % reflux ratio (RR), 5-h hydraulic retention time in the RAF (HRT(RAF)), and 2.5-h hydraulic retention time in the HRBC (HRT(HRBC).) Those conditions characterized a micro-aerobic environment (DO: 0.6–0.8 mg/L) in RAF, inducing improved deodorization (89.3 % sulfide removal) and denitrification (85.9 % nitrate removal) simultaneously. During the operation period, 84.79 [Formula: see text] 3.87 % COD, 82.71 [Formula: see text] 2.06 % [Formula: see text]-N, 74.83 [Formula: see text] 2.06 % TN, 91.68 [Formula: see text] 2.12 % S(2−), and 89.04 [Formula: see text] 1.68 % TON were removed in RAF-HRBC. Based on large amount of operational data, organic loading rate curves of RAF-HRBC were validated and calibrated as a crucial reference to aid in full-scale designs and applications. The richness of microbial community was improved in both RAF and HRBC. In the RAF, the autotrophic sulfide-oxidizing nitrate-reducing bacteria (a-son) and heterotrophic sulfide-oxidizing nitrate-reducing bacteria (h-son) were selectively enriched, which intensified the sulfide removal and denitrification process. In the two-stage HRBC system, the 1st stage RBC was primarily composed of organics degraders, while the 2nd stage RBC consisted mainly of ammonium oxidizers. Overall, the integrated RAF-HRBC process holds significant potential for simultaneously improving pollutant removal and in-situ odor mitigation in decentralized domestic sewage treatment. This process specifically contributes to enhancing environmental sustainability and operational efficiency.
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spelling pubmed-106899352023-12-02 A sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage Cheng, Helai Lee, Wenhua Wen, Cangxiang Dai, Hongliang Cheng, Fangkui Lu, Xiwu Heliyon Research Article The integration of anoxic filter and aerobic rotating biological contactor shows promise in treating rural domestic sewage. It offers high efficiency, low sludge production, and strong shock resistance. However, further optimization is needed for odor control, pollutant removal, and power consumption. In this study, the investigation on a one-pump-drive lab-scale device of retention anoxic filter (RAF) integrated with hydraulic rotating bio-contactor (HRBC) and its optimal operation mode were conducted. During the 50-day operation, optimal operation parameters were investigated. These parameters included a 175 % reflux ratio (RR), 5-h hydraulic retention time in the RAF (HRT(RAF)), and 2.5-h hydraulic retention time in the HRBC (HRT(HRBC).) Those conditions characterized a micro-aerobic environment (DO: 0.6–0.8 mg/L) in RAF, inducing improved deodorization (89.3 % sulfide removal) and denitrification (85.9 % nitrate removal) simultaneously. During the operation period, 84.79 [Formula: see text] 3.87 % COD, 82.71 [Formula: see text] 2.06 % [Formula: see text]-N, 74.83 [Formula: see text] 2.06 % TN, 91.68 [Formula: see text] 2.12 % S(2−), and 89.04 [Formula: see text] 1.68 % TON were removed in RAF-HRBC. Based on large amount of operational data, organic loading rate curves of RAF-HRBC were validated and calibrated as a crucial reference to aid in full-scale designs and applications. The richness of microbial community was improved in both RAF and HRBC. In the RAF, the autotrophic sulfide-oxidizing nitrate-reducing bacteria (a-son) and heterotrophic sulfide-oxidizing nitrate-reducing bacteria (h-son) were selectively enriched, which intensified the sulfide removal and denitrification process. In the two-stage HRBC system, the 1st stage RBC was primarily composed of organics degraders, while the 2nd stage RBC consisted mainly of ammonium oxidizers. Overall, the integrated RAF-HRBC process holds significant potential for simultaneously improving pollutant removal and in-situ odor mitigation in decentralized domestic sewage treatment. This process specifically contributes to enhancing environmental sustainability and operational efficiency. Elsevier 2023-11-15 /pmc/articles/PMC10689935/ /pubmed/38045187 http://dx.doi.org/10.1016/j.heliyon.2023.e22339 Text en © 2023 The Authors https://creativecommons.org/licenses/by-nc-nd/4.0/This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
spellingShingle Research Article
Cheng, Helai
Lee, Wenhua
Wen, Cangxiang
Dai, Hongliang
Cheng, Fangkui
Lu, Xiwu
A sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage
title A sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage
title_full A sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage
title_fullStr A sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage
title_full_unstemmed A sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage
title_short A sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage
title_sort sustainable integrated anoxic/aerobic bio-contactor process for simultaneously in-situ deodorization and pollutants removal from decentralized domestic sewage
topic Research Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10689935/
https://www.ncbi.nlm.nih.gov/pubmed/38045187
http://dx.doi.org/10.1016/j.heliyon.2023.e22339
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