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    Membrane Fouling Test: Apparatus Evaluation

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author:
    D. B. Mosqueda-Jimenez
    ,
    R. M. Narbaitz
    ,
    T. Matsuura
    DOI: 10.1061/(ASCE)0733-9372(2004)130:1(90)
    Publisher: American Society of Civil Engineers
    Abstract: Flux decline with time is one of the most serious shortcomings of microfiltration and ultrafiltration membranes. It is highly desirable to have a membrane (fouling) testing procedure that is short in duration, utilizes a minimum amount of test solution, only requires a small membrane area, and is representative of the large-scale process. The objective of this study was to compare the results of the testing of a given membrane using a number of different test units (reverse osmosis, ultrafiltration, dead-end, and cross-flow cells) and testing procedures. It was of particular interest to determine if smaller cells used in the literature perform similarly to the Sepa CF cell, as it is a standard. During six-day runs the flux decline of the polyethersulfone membrane tested was mainly caused by membrane compaction and much less due to fouling. As various membrane materials compact to a different extent, studies into the fouling characteristics of different types of membranes should incorporate precompaction and pure water testing to quantify the contribution of membrane compaction and true fouling to the overall flux decline. The dead-end cell performed very differently from continuous cells, so their use is not recommended. The six-day continuous flow tests showed that the reverse osmosis (RO), ultrafiltration (UF), and cross-flow (CF) cells yielded very similar dissolved organic carbon removals and flux decline, despite UF and RO cells using membrane coupons eight times smaller than CF cells.
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      Membrane Fouling Test: Apparatus Evaluation

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    contributor authorD. B. Mosqueda-Jimenez
    contributor authorR. M. Narbaitz
    contributor authorT. Matsuura
    date accessioned2017-05-08T21:41:46Z
    date available2017-05-08T21:41:46Z
    date copyrightJanuary 2004
    date issued2004
    identifier other%28asce%290733-9372%282004%29130%3A1%2890%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59708
    description abstractFlux decline with time is one of the most serious shortcomings of microfiltration and ultrafiltration membranes. It is highly desirable to have a membrane (fouling) testing procedure that is short in duration, utilizes a minimum amount of test solution, only requires a small membrane area, and is representative of the large-scale process. The objective of this study was to compare the results of the testing of a given membrane using a number of different test units (reverse osmosis, ultrafiltration, dead-end, and cross-flow cells) and testing procedures. It was of particular interest to determine if smaller cells used in the literature perform similarly to the Sepa CF cell, as it is a standard. During six-day runs the flux decline of the polyethersulfone membrane tested was mainly caused by membrane compaction and much less due to fouling. As various membrane materials compact to a different extent, studies into the fouling characteristics of different types of membranes should incorporate precompaction and pure water testing to quantify the contribution of membrane compaction and true fouling to the overall flux decline. The dead-end cell performed very differently from continuous cells, so their use is not recommended. The six-day continuous flow tests showed that the reverse osmosis (RO), ultrafiltration (UF), and cross-flow (CF) cells yielded very similar dissolved organic carbon removals and flux decline, despite UF and RO cells using membrane coupons eight times smaller than CF cells.
    publisherAmerican Society of Civil Engineers
    titleMembrane Fouling Test: Apparatus Evaluation
    typeJournal Paper
    journal volume130
    journal issue1
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2004)130:1(90)
    treeJournal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 001
    contenttypeFulltext
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