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    Surface Water Pretreatment Using Floating Media Filter

    Source: Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 001
    Author:
    C. Visvanathan
    ,
    D. R. I. B. Werellagama
    ,
    R. Ben Aim
    DOI: 10.1061/(ASCE)0733-9372(1996)122:1(25)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory-scale experiments were conducted in contact flocculation filtration using a dual media filter operating in the upflow, saturated mode. The filter media was lighter than water; thus, the bed floated. Since coarse media remained at the bottom, the flow direction was upflow, which had the added advantage of the flow being in the direction of grain compression. Polypropylene and Polystyrene were the optimum combination of media, which due to their large density difference did not intermix even under severe agitation, thus eliminating the media intermixing problem common to dual media filters. The influent concentrations were kept constant and the flow velocity, and filter media size and shape were varied. The headloss variation along the filter, the influent quality of two filter layers, and the effluent quality were studied. Filter runs exceeding 40 h were achieved before reaching breakthrough at conventional rapid sand filtration rates. Floating media obtained turbidity removal per unit headloss in comparison to sand media, and floating media are proposed as a prefilter in surface-water filtration.
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      Surface Water Pretreatment Using Floating Media Filter

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/44632
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    • Journal of Environmental Engineering

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    contributor authorC. Visvanathan
    contributor authorD. R. I. B. Werellagama
    contributor authorR. Ben Aim
    date accessioned2017-05-08T21:15:31Z
    date available2017-05-08T21:15:31Z
    date copyrightJanuary 1996
    date issued1996
    identifier other%28asce%290733-9372%281996%29122%3A1%2825%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44632
    description abstractLaboratory-scale experiments were conducted in contact flocculation filtration using a dual media filter operating in the upflow, saturated mode. The filter media was lighter than water; thus, the bed floated. Since coarse media remained at the bottom, the flow direction was upflow, which had the added advantage of the flow being in the direction of grain compression. Polypropylene and Polystyrene were the optimum combination of media, which due to their large density difference did not intermix even under severe agitation, thus eliminating the media intermixing problem common to dual media filters. The influent concentrations were kept constant and the flow velocity, and filter media size and shape were varied. The headloss variation along the filter, the influent quality of two filter layers, and the effluent quality were studied. Filter runs exceeding 40 h were achieved before reaching breakthrough at conventional rapid sand filtration rates. Floating media obtained turbidity removal per unit headloss in comparison to sand media, and floating media are proposed as a prefilter in surface-water filtration.
    publisherAmerican Society of Civil Engineers
    titleSurface Water Pretreatment Using Floating Media Filter
    typeJournal Paper
    journal volume122
    journal issue1
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1996)122:1(25)
    treeJournal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 001
    contenttypeFulltext
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