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    Hydrocarbon Exclusion from Ground Water during Freezing

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    Mark A. Tumeo
    ,
    Bret Davidson
    DOI: 10.1061/(ASCE)0733-9372(1993)119:4(715)
    Publisher: American Society of Civil Engineers
    Abstract: Bench‐scale studies were conducted using a constant‐head ground‐water flow chamber and natural soil. Initial experiments with chlorides and dye were conducted to test the hydraulic and adsorptive characteristics of the chamber. A constant flow of phenol was then introduced into the chamber and contaminant movement with time was monitored under freezing and nonfreezing conditions. The chamber was located in a controlled‐temperature room, and freezing fronts were induced from the soil surface downward using cooled Freon circulated through freezer pads placed on the surface of the soil. The results conclusively demonstrate that phenol is excluded from the freezing front and pushed downward through the system. Extensive exclusion of the chemical occurs even though the freezing point of phenol (43°C) is significantly higher than water. The information gained through this research is applicable in cold regions outside Alaska and the Arctic where ground water systems may undergo periodic freezing, and may also be of extreme importance in artificial‐freezing scenarios such as those currently being investigated by the Environmental Protection Agency (EPA) as a method of contaminant containment.
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      Hydrocarbon Exclusion from Ground Water during Freezing

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    https://yetl.yabesh.ir/yetl1/handle/yetl/41410
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    • Journal of Environmental Engineering

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    contributor authorMark A. Tumeo
    contributor authorBret Davidson
    date accessioned2017-05-08T21:10:21Z
    date available2017-05-08T21:10:21Z
    date copyrightJuly 1993
    date issued1993
    identifier other%28asce%290733-9372%281993%29119%3A4%28715%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41410
    description abstractBench‐scale studies were conducted using a constant‐head ground‐water flow chamber and natural soil. Initial experiments with chlorides and dye were conducted to test the hydraulic and adsorptive characteristics of the chamber. A constant flow of phenol was then introduced into the chamber and contaminant movement with time was monitored under freezing and nonfreezing conditions. The chamber was located in a controlled‐temperature room, and freezing fronts were induced from the soil surface downward using cooled Freon circulated through freezer pads placed on the surface of the soil. The results conclusively demonstrate that phenol is excluded from the freezing front and pushed downward through the system. Extensive exclusion of the chemical occurs even though the freezing point of phenol (43°C) is significantly higher than water. The information gained through this research is applicable in cold regions outside Alaska and the Arctic where ground water systems may undergo periodic freezing, and may also be of extreme importance in artificial‐freezing scenarios such as those currently being investigated by the Environmental Protection Agency (EPA) as a method of contaminant containment.
    publisherAmerican Society of Civil Engineers
    titleHydrocarbon Exclusion from Ground Water during Freezing
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1993)119:4(715)
    treeJournal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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