Optimizing Ozone-Biofiltration Systems for Organic Carbon Removal in Potable Reuse Applications
Document Type
Article
Publication Date
8-27-2018
Publication Title
Ozone: Science and Engineering
First page number:
1
Last page number:
14
Abstract
This study presents a framework for simultaneously evaluating ozone dose and empty bed contact time in ozone-biofiltration systems when aiming to optimize or maximize total organic carbon (TOC) removal in potable reuse applications. Ozone:TOC ratios of 0.35, 0.62, and 1.12 resulted in ΔTOCmax values of 17–19%, 21–24%, and 26–30%, respectively, during pilot scale biofiltration with anthracite or biological activated carbon. The corresponding first-order rate constant for the biodegradation of TOC was similar for both media types (0.25 ± 0.06 min−1). In addition to bulk organic transformation, ozone was effective in reducing the concentrations of many trace organic compounds.
Keywords
Biofiltration, biological activated carbon (BAC); Ozone; Potable reuse; Total organic carbon (TOC); Trace organic compound (TOC)
Disciplines
Environmental Engineering
Language
English
Repository Citation
Gifford, M.,
Selvy, A.,
Gerrity, D.
(2018).
Optimizing Ozone-Biofiltration Systems for Organic Carbon Removal in Potable Reuse Applications.
Ozone: Science and Engineering
1-14.
http://dx.doi.org/10.1080/01919512.2018.1509203