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    Arsenic Removal from Drinking Water during Coagulation

    Source: Journal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author:
    Janet G. Hering
    ,
    Pen-Yuan Chen
    ,
    Jennifer A. Wilkie
    ,
    Menachem Elimelech
    DOI: 10.1061/(ASCE)0733-9372(1997)123:8(800)
    Publisher: American Society of Civil Engineers
    Abstract: The efficiency of arsenic removal from source waters and artificial freshwaters during coagulation with ferric chloride and alum was examined in bench-scale studies. Arsenic(V) removal by either ferric chloride or alum was relatively insensitive to variations in source water composition below pH 8. At pH 8 and 9, the efficiency of arsenic(V) removal by ferric chloride was decreased in the presence of natural organic matter. The pH range for arsenic(V) removal with alum was more restricted than with ferric chloride. For source waters spiked with 20 μg/L arsenic(V), final dissolved arsenic(V) concentrations in the product water of less than 2 μg/L were achieved with both coagulants at neutral pH. Removal of arsenic(III) from source waters by ferric chloride was both less efficient and more strongly influenced by source water composition than removal of arsenic(V). The presence of sulfate (at pH 4 and 5) and natural organic matter (at pH 4 through 9) adversely affected the efficiency of arsenic(III) removal by ferric chloride. Arsenic(III) could not be removed from source waters by coagulation with alum.
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      Arsenic Removal from Drinking Water during Coagulation

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/48375
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    • Journal of Environmental Engineering

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    contributor authorJanet G. Hering
    contributor authorPen-Yuan Chen
    contributor authorJennifer A. Wilkie
    contributor authorMenachem Elimelech
    date accessioned2017-05-08T21:21:35Z
    date available2017-05-08T21:21:35Z
    date copyrightAugust 1997
    date issued1997
    identifier other%28asce%290733-9372%281997%29123%3A8%28800%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48375
    description abstractThe efficiency of arsenic removal from source waters and artificial freshwaters during coagulation with ferric chloride and alum was examined in bench-scale studies. Arsenic(V) removal by either ferric chloride or alum was relatively insensitive to variations in source water composition below pH 8. At pH 8 and 9, the efficiency of arsenic(V) removal by ferric chloride was decreased in the presence of natural organic matter. The pH range for arsenic(V) removal with alum was more restricted than with ferric chloride. For source waters spiked with 20 μg/L arsenic(V), final dissolved arsenic(V) concentrations in the product water of less than 2 μg/L were achieved with both coagulants at neutral pH. Removal of arsenic(III) from source waters by ferric chloride was both less efficient and more strongly influenced by source water composition than removal of arsenic(V). The presence of sulfate (at pH 4 and 5) and natural organic matter (at pH 4 through 9) adversely affected the efficiency of arsenic(III) removal by ferric chloride. Arsenic(III) could not be removed from source waters by coagulation with alum.
    publisherAmerican Society of Civil Engineers
    titleArsenic Removal from Drinking Water during Coagulation
    typeJournal Paper
    journal volume123
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1997)123:8(800)
    treeJournal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    contenttypeFulltext
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