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Published December 10, 2021 | Published + Supplemental Material
Journal Article Open

Onsite Graywater Treatment in a Two-Stage Electro-Peroxone Reactor with a Partial Recycle of Treated Effluent

Abstract

The efficacy of an uncoupled electro-peroxone (E-peroxone) prototype reactor system for the treatment of synthetic graywater is determined. The two-stage E-peroxone process integrates ozonation with the in situ production of hydrogen peroxide (H₂O₂) in a first stage reactor before ozone (O₃) is converted via the peroxone reaction to a hydroxyl radical (•OH). The two-stage prototype reactor system allows for the generation of H₂O₂ via cathodic oxygen reduction in the first-stage reactor before mixing with O₃ in the second-stage reactor. This approach prevents the degradation of polytetrafluoroethylene (PTFE) coated carbon cathodes by •OH that takes place in a single well-mixed reactor that combines electrochemical peroxide generation with O₃. The dosage of H₂O₂ into the second-stage reactor is optimized to enhance graywater treatment. Under these conditions, the uncoupled E-peroxone system is capable of treating synthetic graywater with an initial chemical oxygen demand (COD₀) of 358 mg O₂/L, a total organic carbon (TOC₀) of 96.9 mg/L, a biochemical oxygen demand (BOD₀) of 162 mg O₂/L, and a turbidity of 11.2 NTU. The two-stage electro-peroxone system can reduce the initial COD₀ by 89%, the TOC₀ by 91%, BOD₀ by 86%, and the turbidity by 95% after 90 min of treatment. At this performance level, the reactor effluent is acceptable for discharge and for use in nonpotable applications such as toilet-water flushing. A portion of the effluent is recycled back into the first-stage reactor to minimize water consumption. Recycling can be repeated consecutively for four or more cycles, although the time required to achieve the desired H₂O₂ concentration increased slightly from one cycle to another. The two-stage E-peroxone system is shown to be potentially useful for onsite or decentralized graywater treatment suitable for arid water-sensitive areas.

Additional Information

© 2021 The Authors. Published by American Chemical Society. Attribution 4.0 International (CC BY 4.0). Received: June 30, 2021; Published: October 11, 2021. This work was supported, in whole or in part, by the Bill & Melinda Gates Foundation (grant INV-003227). Under the grant conditions of the Foundation, a Creative Commons Attribution 4.0 Generic License has already been assigned to the Author Accepted Manuscript version that might arise from this submission. The authors would like to thank Nathan Dalleska, Director of the Resnick Water and Environment Laboratory for his help with TOC and TIC measurements. Author Contributions: L.D., S.K., A.L., and H.L. carried out the experiments. L.D. and S.K. co-wrote the manuscript with support from A.L., C.C. and M.H. C.C. conceived the original idea and helped supervise the project. M.H. supervised the project. The authors declare no competing financial interest.

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Published - acsestengg.1c00240.pdf

Supplemental Material - ee1c00240_si_001.pdf

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Additional details

Created:
August 20, 2023
Modified:
October 23, 2023