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    Formation and Fate of Bromoform During Desalination

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author:
    Ning‐Wu Chang
    ,
    Philip C. Singer
    DOI: 10.1061/(ASCE)0733-9372(1984)110:6(1189)
    Publisher: American Society of Civil Engineers
    Abstract: The objectives of this study were to evaluate the formation and fate of bromoform (one of the regulated trihalomethanes) in pretreatment systems at a pilot-scale desalination facility operated to evaluate various reverse osmosis (RO) systems for desalting seawater. The various RO units being tested at the facility were also assessed with regard to their capabilities for rejecting bromoform. The results show that bromoform is produced in significant quantities when raw seawater is chlorinated, and that the bromoform concentration increases through the various pretreatment processes in use at the facility with the exception of the activated carbon columns. The cellulose triacetate hollow fine fiber RO membranes do not reject bromoform, and bromoform concentrations in the RO permeate are higher than those in the feed water to the RO units. The polyether/urea and polysulfone thin film spiral wound membranes did reject bromoform effectively.
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      Formation and Fate of Bromoform During Desalination

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    contributor authorNing‐Wu Chang
    contributor authorPhilip C. Singer
    date accessioned2017-05-08T20:55:57Z
    date available2017-05-08T20:55:57Z
    date copyrightDecember 1984
    date issued1984
    identifier other%28asce%290733-9372%281984%29110%3A6%281189%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32253
    description abstractThe objectives of this study were to evaluate the formation and fate of bromoform (one of the regulated trihalomethanes) in pretreatment systems at a pilot-scale desalination facility operated to evaluate various reverse osmosis (RO) systems for desalting seawater. The various RO units being tested at the facility were also assessed with regard to their capabilities for rejecting bromoform. The results show that bromoform is produced in significant quantities when raw seawater is chlorinated, and that the bromoform concentration increases through the various pretreatment processes in use at the facility with the exception of the activated carbon columns. The cellulose triacetate hollow fine fiber RO membranes do not reject bromoform, and bromoform concentrations in the RO permeate are higher than those in the feed water to the RO units. The polyether/urea and polysulfone thin film spiral wound membranes did reject bromoform effectively.
    publisherAmerican Society of Civil Engineers
    titleFormation and Fate of Bromoform During Desalination
    typeJournal Paper
    journal volume110
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1984)110:6(1189)
    treeJournal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 006
    contenttypeFulltext
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