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    Analysis of backwash settings to maximize net water production in an engineering-scale ultrafiltration system for water reuse

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    UF__revised_Clean_MA.pdf
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    Description:
    Final Accepted Manuscript
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    Author
    Alhussaini, Mohammed A.
    Binger, Zachary M.
    Souza-Chaves, Bianca M.
    Amusat, Oluwamayowa O.
    Park, Jangho
    Bartholomew, Timothy V.
    Gunter, Dan
    Achilli, Andrea
    Affiliation
    Department of Chemical and Environmental Engineering, University of Arizona
    Water and Energy Sustainable Technology (WEST) Center, University of Arizona
    Issue Date
    2023-05-24
    Keywords
    Backwash
    Data mining
    Membrane fouling
    Ultrafiltration
    Water reuse
    
    Metadata
    Show full item record
    Publisher
    Elsevier BV
    Citation
    Alhussaini, M. A., Binger, Z. M., Souza-Chaves, B. M., Amusat, O. O., Park, J., Bartholomew, T. V., ... & Achilli, A. (2023). Analysis of backwash settings to maximize net water production in an engineering-scale ultrafiltration system for water reuse. Journal of Water Process Engineering, 53, 103761.
    Journal
    Journal of Water Process Engineering
    Rights
    © 2023 Elsevier Ltd. All rights reserved.
    Collection Information
    This item from the UA Faculty Publications collection is made available by the University of Arizona with support from the University of Arizona Libraries. If you have questions, please contact us at repository@u.library.arizona.edu.
    Abstract
    Ultrafiltration (UF) has been widely utilized as water pretreatment for different applications especially in water reuse. The UF system operation is characterized by a filtration phase, where particles accumulate on the membrane surface resulting in an increase in the transmembrane pressure (TMP) and a cleaning phase, where foulants are removed through cleaning cycles including physical backwash and chemical-enhanced backwash (CEB). In this study, data from an engineering-scale UF system treating reclaimed wastewater were used to assess the impact of backwashing on the filtration process. TMP backwash trigger, backwash duration, and CEB frequency were purposely varied for a cycle-by-cycle investigation on the net water production, water recovery, initial operating TMP, and filtration cycle duration. As the TMP backwash trigger was varied between 62 and 145 kPa, the maximum net water production (63 m3/d) was achieved at 103 kPa and water recovery remained relatively constant at approximately 92 %. Backwash durations of 45, 65, and 85 s were performed where both net water production and water recovery yielded similar results (~63 m3/d and ~ 91 %) compared with 103 kPa TMP backwash trigger. The CEB frequency was also lowered from one every three backwashes (1/3) to 1/6 and 1/12 and resulted in decreased net water production and water recovery while the initial TMP increased. Interestingly, the total number of CEBs remained approximately constant regardless of their frequency. Results suggest that CEB is an important fouling control process to maximize water production.
    Note
    24 month embargo; first published 24 May 2023
    ISSN
    2214-7144
    DOI
    10.1016/j.jwpe.2023.103761
    Version
    Final accepted manuscript
    ae974a485f413a2113503eed53cd6c53
    10.1016/j.jwpe.2023.103761
    Scopus Count
    Collections
    UA Faculty Publications

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