Development and techno-economic analysis of Grewia biopolymer-based dual coagulant system for wastewater treatment at pilot scale.

Annual profitability and revenue Coagulation-flocculation Laterite suspension Response surface methodology Turbidity removal

Journal

Bioresource technology
ISSN: 1873-2976
Titre abrégé: Bioresour Technol
Pays: England
ID NLM: 9889523

Informations de publication

Date de publication:
01 Mar 2024
Historique:
received: 12 12 2023
revised: 27 02 2024
accepted: 29 02 2024
medline: 4 3 2024
pubmed: 4 3 2024
entrez: 3 3 2024
Statut: aheadofprint

Résumé

Use of Grewia biopolymer as a natural coagulant aid was explored in a dual-coagulant system (conventional coagulant + biopolymer) for wastewater treatment. Such use not only improved turbidity removal efficiency over a wide pH range (5-9) but also helped reducing the concentration demand of inorganic coagulants by 25-50 %. Response surface methodology was employed for investigating the interaction between factors (initial pH, coagulant, and biopolymer concentration) affecting coagulation/flocculation of aqueous laterite suspension, and process optimization for more than 80 % turbidity removal in the desired final pH range (6-7). Mechanisms potentially involved in coagulation/flocculation using biopolymer was elucidated. Techno-economic assessment indicated the feasibility of pilot-scale production of the biopolymer and its use in wastewater treatment. This study demonstrates that Grewia biopolymer has the potential to be used as a coagulant aid and will help researchers select appropriate markets for further cost reduction and successful implementation of biopolymer-based wastewater treatment.

Identifiants

pubmed: 38432546
pii: S0960-8524(24)00217-7
doi: 10.1016/j.biortech.2024.130514
pii:
doi:

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

130514

Informations de copyright

Copyright © 2024. Published by Elsevier Ltd.

Déclaration de conflit d'intérêts

Declaration of competing interest The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Auteurs

Kameni Ngounou M Bernard (KNM)

Wastewater Technology Division, CSIR-National Environmental Engineering Research Institute, Nagpur 440020, India; Research Center, National Advanced School of Public Works, P.O. Box 510, Yaounde, Cameroon; Ucac-Icam, BP 5504, Douala, Cameroon; Industrial Filtration and Water Treatment (Chem. Eng.) Group, Department of Process Engineering, ENSAI, University of Ngaoundere, Cameroon.

Om Prakash (O)

Wastewater Technology Division, CSIR-National Environmental Engineering Research Institute, Nagpur 440020, India; Rashtrasant Tukadoji Maharaj Nagpur University, Nagpur 440033, India.

Charu Juneja (C)

Wastewater Technology Division, CSIR-National Environmental Engineering Research Institute, Nagpur 440020, India; Academy of Scientific and Innovative Research (AcSIR), Ghaziabad 201002, India.

Deepak Panchal (D)

Wastewater Technology Division, CSIR-National Environmental Engineering Research Institute, Nagpur 440020, India; Academy of Scientific and Innovative Research (AcSIR), Ghaziabad 201002, India.

Ndi K Sylvere (NK)

Industrial Filtration and Water Treatment (Chem. Eng.) Group, Department of Process Engineering, ENSAI, University of Ngaoundere, Cameroon.

Sukdeb Pal (S)

Wastewater Technology Division, CSIR-National Environmental Engineering Research Institute, Nagpur 440020, India; Academy of Scientific and Innovative Research (AcSIR), Ghaziabad 201002, India. Electronic address: s_pal@neeri.res.in.

Classifications MeSH