A critical control point approach to the removal of chemicals of concern from water for reuse.

Advanced water treatment Chemical log reduction value Chemicals of concern Critical control point Water recycling

Journal

Water research
ISSN: 1879-2448
Titre abrégé: Water Res
Pays: England
ID NLM: 0105072

Informations de publication

Date de publication:
01 Sep 2019
Historique:
received: 26 09 2018
revised: 08 05 2019
accepted: 11 05 2019
pubmed: 28 5 2019
medline: 7 11 2019
entrez: 27 5 2019
Statut: ppublish

Résumé

The reuse of water in a range of potable and non-potable applications is an important factor in the augmentation of water supply and in improving water security and productivity worldwide. A key hindrance to the reuse of water is the cost of compliance testing and process validation associated with ensuring that pathogen and chemicals in the feedwater are removed to a level that ensures no acute or chronic health and/or environmental effects. The critical control point (CCP) approach is well established and widely adopted by water utilities to provide an operational and risk management framework for the removal of pathogens in the treatment system. The application of a CCP approach to barriers in a treatment system for the removal of chemicals is presented. The application exemplar is to a small community wastewater treatment system that aims to produce potable quality water from a secondary treated wastewater effluent, however, the concepts presented are generic. The example used seven treatment barriers, five of which were designed and operated as CCP barriers for pathogens. The work demonstrates a method and risk management framework by which three of the seven barriers could also include a CCP approach for the removal of chemicals. Analogous to a CCP approach for pathogens, the potential is to reduce the use of chemical analysis as a routine determinant of performance criteria. The operational deployment of a CCP approach for chemicals was augmented with the development of a decision tree encompassing the classification of chemicals and the total removal credits across the treatment train in terms of the mechanistic removal of chemicals for each barrier. Validation of the approach is shown for an activated sludge, ozone and reverse osmosis barrier.

Identifiants

pubmed: 31129380
pii: S0043-1354(19)30423-3
doi: 10.1016/j.watres.2019.05.035
pii:
doi:

Substances chimiques

Waste Water 0
Water Pollutants, Chemical 0
Water 059QF0KO0R

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

39-51

Informations de copyright

Copyright © 2019 Elsevier Ltd. All rights reserved.

Auteurs

Peter J Scales (PJ)

Particulate Fluids Processing Centre, Department of Chemical Engineering, The University of Melbourne, 3010, Australia. Electronic address: peterjs@unimelb.edu.au.

Kaushalya Wijekoon (K)

Particulate Fluids Processing Centre, Department of Chemical Engineering, The University of Melbourne, 3010, Australia.

Christian Ladwig (C)

Department of Chemistry, Technical University Munich, Munich, Germany.

Adrian Knight (A)

Particulate Fluids Processing Centre, Department of Chemical Engineering, The University of Melbourne, 3010, Australia.

Mayumi Allinson (M)

Particulate Fluids Processing Centre, Department of Chemical Engineering, The University of Melbourne, 3010, Australia.

Graeme Allinson (G)

Centre for Environmental Sustainability and Remediation, School of Science, RMIT University, Melbourne, 3001, Australia.

Jianhua Zhang (J)

Institute for Sustainable Industries and Liveable Cities, Victoria University, Werribee, 3030, Australia.

Stephen Gray (S)

Institute for Sustainable Industries and Liveable Cities, Victoria University, Werribee, 3030, Australia.

Michael Packer (M)

Australian Antarctic Division, Kingston, 7050, Australia.

Kathy Northcott (K)

Water Research Australia, Adelaide, 5000, Australia.

David Sheehan (D)

Coliban Water, Bendigo, 3550, Australia.

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Classifications MeSH