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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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