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Permeate quality, advanced oxidation process treatability, and cost for two concentrate treatment technologies to enhance recovery for potable reuse

Authors :
Han Gu
Julio Polanco
Kenneth P. Ishida
Megan H. Plumlee
Michael Boyd
Erik Desormeaux
Graham J. G. Juby
Mojtaba Farrokh Shad
Source :
Journal of Water Reuse and Desalination, Vol 13, Iss 3, Pp 305-318 (2023)
Publication Year :
2023
Publisher :
IWA Publishing, 2023.

Abstract

Closed circuit reverse osmosis (CCRO) and forward osmosis-RO (FO-RO) were evaluated at a pilot scale to generate additional permeate from RO concentrate – achieving a recovery of 61% for CCRO and 35% for FO-RO – at a full-scale advanced water purification facility. This study assessed permeate water quality, suitability of the permeate for treatment by an ultraviolet-advanced oxidation process (UV-AOP), and cost/footprint for a conceptual 10- or 20-mgd system. Both technologies demonstrated inorganic, organic, and microbiological constituent removal suitable for blending with primary RO permeate. Virus challenge testing with MS coliphage demonstrated ≥3.7-log removal by both technologies. Pilot-scale UV/hydrogen peroxide AOP treatment of CCRO or FO-RO permeate yielded similar performance (∼1.4-log N-nitrosodimethylamine removal and ∼0.5-log 1,4-dioxane removal) as the full-scale UV-AOP that treats the RO permeate from the purification facility. The estimated full-scale total unit cost (capital plus operation and maintenance costs) of product water produced by the two technologies was estimated to range from $0.91 to $1.12 per cubic meter, depending on the design flow rate of RO concentrate treated, and is estimated to be similar between the two technologies given the +50%/–30% expected accuracy of the Class 5 cost estimate. HIGHLIGHTS Reverse osmosis (RO) concentrate treatment from municipal potable reuse to generate purified water is feasible and economical.; Closed circuit reverse osmosis (CCRO) or forward osmosis-RO (FO-RO) permeate was suitable for blending with primary RO permeate.; Spike tests with MS coliphage showed ≥3.7 and ≥6 log removal for CCRO and FO-RO.; UV-AOP treatment of CCRO or FO-RO permeate was effective and consistent.;

Details

Language :
English
ISSN :
22201319 and 24089370
Volume :
13
Issue :
3
Database :
Directory of Open Access Journals
Journal :
Journal of Water Reuse and Desalination
Publication Type :
Academic Journal
Accession number :
edsdoj.3f9759f4f46c7836a4475dae40bb7
Document Type :
article
Full Text :
https://doi.org/10.2166/wrd.2023.002