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    Vibratory Mobilization of Immiscible Liquid Ganglia in Sands

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author:
    Lakshmi N. Reddi
    ,
    Sreedhar Challa
    DOI: 10.1061/(ASCE)0733-9372(1994)120:5(1170)
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that residual NAPL (nonaqueous phase liquid) ganglia remain trapped in the saturated domain after pump‐and‐treat operations and create a long‐term source of contamination. Mobilization and extraction of these ganglia is a problem of paramount importance in ground‐water remediation. The present study consists of laboratory and theoretical investigations on the effect of vibrations on mobilization of these ganglia. Laboratory tests were conducted using a variable‐amplitude vibrating table on two sandy soils contaminated with hexadecane. Vibrations augmented by viscous forces due to flowing water yielded better recovery of ganglia than under buoyancy conditions alone. The mobilization of ganglia was found to depend on initial soil density and water flow rate under which the ganglia were trapped. In general, higher vibration amplitudes resulted in higher removal of NAPL ganglia. The existing mobilization criteria were modified to take into account the cyclic pore pressures and relative density changes observed during vibrations. The modified mobilization criteria when applied to the laboratory test conditions yielded information about stable lengths of ganglia in the two sands at each vibration amplitude. The percentages of trapped volume occupied by ganglia of various ranges of lengths in the two sand samples were deduced. The results indicate that localized vibrations in a saturated domain, when augmented by suitable flow conditions, can effectively mobilize and extract NAPL ganglia.
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      Vibratory Mobilization of Immiscible Liquid Ganglia in Sands

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70963
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    contributor authorLakshmi N. Reddi
    contributor authorSreedhar Challa
    date accessioned2017-05-08T22:05:18Z
    date available2017-05-08T22:05:18Z
    date copyrightSeptember 1994
    date issued1994
    identifier other20934329.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70963
    description abstractIt is well known that residual NAPL (nonaqueous phase liquid) ganglia remain trapped in the saturated domain after pump‐and‐treat operations and create a long‐term source of contamination. Mobilization and extraction of these ganglia is a problem of paramount importance in ground‐water remediation. The present study consists of laboratory and theoretical investigations on the effect of vibrations on mobilization of these ganglia. Laboratory tests were conducted using a variable‐amplitude vibrating table on two sandy soils contaminated with hexadecane. Vibrations augmented by viscous forces due to flowing water yielded better recovery of ganglia than under buoyancy conditions alone. The mobilization of ganglia was found to depend on initial soil density and water flow rate under which the ganglia were trapped. In general, higher vibration amplitudes resulted in higher removal of NAPL ganglia. The existing mobilization criteria were modified to take into account the cyclic pore pressures and relative density changes observed during vibrations. The modified mobilization criteria when applied to the laboratory test conditions yielded information about stable lengths of ganglia in the two sands at each vibration amplitude. The percentages of trapped volume occupied by ganglia of various ranges of lengths in the two sand samples were deduced. The results indicate that localized vibrations in a saturated domain, when augmented by suitable flow conditions, can effectively mobilize and extract NAPL ganglia.
    publisherAmerican Society of Civil Engineers
    titleVibratory Mobilization of Immiscible Liquid Ganglia in Sands
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1994)120:5(1170)
    treeJournal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 005
    contenttypeFulltext
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