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    Existence of Critical Recovery and Impacts of Operational Mode on Potable Water Microfiltration

    Source: Journal of Environmental Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author:
    Shankararaman Chellam
    ,
    Joseph G. Jacangelo
    DOI: 10.1061/(ASCE)0733-9372(1998)124:12(1211)
    Publisher: American Society of Civil Engineers
    Abstract: Results from a potable water microfiltration (MF) pilot study employing untreated surface water are reported. The effects of filtrate flux and recovery on direct flow, outside-inside, hollow fiber MF fouling rates, and backwash effectiveness are presented. Constant flux experiments suggested the existence of a critical recovery below which MF fouling rates were low and effectiveness of backwashes was high and relatively independent of the recovery. However, in the range of experimental conditions investigated, fouling rates increased dramatically and backwash effectiveness decreased steeply when this critical recovery was exceeded regardless of the flux. In general, for a fixed recovery, specific flux profiles analyzed on the basis of volume filtered per unit membrane area were insensitive to filtrate flux. Fouling was accelerated by operating membranes at constant flux rather than at constant pressure, in part, because of membrane compaction and cake compression. Changing the mode of filtration between constant flux and constant pressure is shown to have no effect on MF filtrate water quality. For any given capacity, membrane area requirements are decreased, and power requirements are increased when membranes are operated at constant flux rather than at constant pressure.
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      Existence of Critical Recovery and Impacts of Operational Mode on Potable Water Microfiltration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49331
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    contributor authorShankararaman Chellam
    contributor authorJoseph G. Jacangelo
    date accessioned2017-05-08T21:23:03Z
    date available2017-05-08T21:23:03Z
    date copyrightDecember 1998
    date issued1998
    identifier other%28asce%290733-9372%281998%29124%3A12%281211%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49331
    description abstractResults from a potable water microfiltration (MF) pilot study employing untreated surface water are reported. The effects of filtrate flux and recovery on direct flow, outside-inside, hollow fiber MF fouling rates, and backwash effectiveness are presented. Constant flux experiments suggested the existence of a critical recovery below which MF fouling rates were low and effectiveness of backwashes was high and relatively independent of the recovery. However, in the range of experimental conditions investigated, fouling rates increased dramatically and backwash effectiveness decreased steeply when this critical recovery was exceeded regardless of the flux. In general, for a fixed recovery, specific flux profiles analyzed on the basis of volume filtered per unit membrane area were insensitive to filtrate flux. Fouling was accelerated by operating membranes at constant flux rather than at constant pressure, in part, because of membrane compaction and cake compression. Changing the mode of filtration between constant flux and constant pressure is shown to have no effect on MF filtrate water quality. For any given capacity, membrane area requirements are decreased, and power requirements are increased when membranes are operated at constant flux rather than at constant pressure.
    publisherAmerican Society of Civil Engineers
    titleExistence of Critical Recovery and Impacts of Operational Mode on Potable Water Microfiltration
    typeJournal Paper
    journal volume124
    journal issue12
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1998)124:12(1211)
    treeJournal of Environmental Engineering:;1998:;Volume ( 124 ):;issue: 012
    contenttypeFulltext
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