Development of nature-based sustainable passive technologies for treating and disinfecting municipal wastewater: Experiences from constructed wetlands and slow sand filter.

Constructed wetland Constructed wetland integrated microbial fuel cell Disinfection Municipal wastewater treatment Reuse Slow sand filter

Journal

The Science of the total environment
ISSN: 1879-1026
Titre abrégé: Sci Total Environ
Pays: Netherlands
ID NLM: 0330500

Informations de publication

Date de publication:
20 Nov 2023
Historique:
received: 18 03 2023
revised: 15 06 2023
accepted: 02 07 2023
medline: 20 9 2023
pubmed: 7 7 2023
entrez: 6 7 2023
Statut: ppublish

Résumé

There is an urgent need to develop low-cost technology for effective wastewater treatment and its further disinfection to the level that makes it economically useful. This work has designed and evaluated the various types of constructed wetlands (CWs) followed by a slow sand filter (SSF) for wastewater treatment and disinfection. The studied CWs were, CWs with gravels (CW-G), free water surface-CW (FWS-CWs), and CWs integrated microbial fuel cell (MFC) with granular graphite (CW-MFC-GG) planted with Canna indica plant species. These CWs were operated as secondary wastewater treatment technologies followed by SSF for disinfection purposes. The highest total coliform removal was observed in the combination of CW-MFC-GG-SSF which achieved a final concentration of 172 CFU/100 mL, whereas faecal coliform removal was 100 % with the combinations of CW-G-SSF and CW-MFC-GG-SSF, achieving 0 CFU/100 mL in the effluent. In contrast, FWS-SSF achieved the lowest total and faecal coliform removal attaining a final concentration of 542 CFU/100 mL and 240 CFU/100 mL, respectively. Furthermore, E. coli were detected as negative/absent in CW-G-SSF and CW-MFC-GG-SSF, while it was positive for FWS-SSF. In addition, the highest turbidity removal was achieved in CW-MFC-GG and SSF combination of 92.75 % from the municipal wastewater influent turbidity of 82.8 NTU. Furthermore, in terms of overall treatment performance of CW-G-SSF and CW-MFC-GG-SSF, these systems were able to treat 72.7 ± 5.5 % and 67.0 ± 2.4 % of COD and 92.3 % and 87.6 % of phosphate, respectively. Additionally, CW-MFC-GG also exhibited a power density of 85.71 mA/m

Identifiants

pubmed: 37414182
pii: S0048-9697(23)03943-8
doi: 10.1016/j.scitotenv.2023.165320
pii:
doi:

Substances chimiques

Wastewater 0

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

165320

Informations de copyright

Copyright © 2023. Published by Elsevier B.V.

Déclaration de conflit d'intérêts

Declaration of competing interest The authors declare the following financial interests/personal relationships which may be considered as potential competing interests: Asheesh Kumar Yadav reports a relationship with Council for Scientific and Industrial Research (CSIR), India that includes: employment, and CSIR-IMMT and to CSIR India for granting Major Laboratory Project (MLP) number -037 and -059 as well as to DST India for granting grant number DST/TMD EWO/WTI/2K19/EWFH/2019/109. Yamini Mittal reports GATE-SRF fellowship provided by the Council of Scientific and Industrial Research (CSIR), India.

Auteurs

Yamini Mittal (Y)

CSIR-Institute of Minerals and Materials Technology, Bhubaneswar, Odisha 751013, India; Academy of Scientific and Innovative Research (AcSIR), Ghaziabad, 201002, India.

Pratiksha Srivastava (P)

Department of Chemical and Environmental Technology, Rey Juan Carlos University, Móstoles, Madrid, Spain.

Sony Pandey (S)

CSIR-Institute of Minerals and Materials Technology, Bhubaneswar, Odisha 751013, India; Academy of Scientific and Innovative Research (AcSIR), Ghaziabad, 201002, India.

Asheesh Kumar Yadav (AK)

CSIR-Institute of Minerals and Materials Technology, Bhubaneswar, Odisha 751013, India; Academy of Scientific and Innovative Research (AcSIR), Ghaziabad, 201002, India. Electronic address: asheesh@immt.res.in.

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