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dc.contributor.authorGuymon Gary L.;Bennett Jeffery D.;Hatley Fabiola A.
dc.date.accessioned2019-02-26T07:52:30Z
dc.date.available2019-02-26T07:52:30Z
dc.date.issued2018
dc.identifier.other%28ASCE%29EE.1943-7870.0001401.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249988
dc.description.abstractA petroleum contaminant plume, Diesel No. 2 in this case, atop shallow groundwater had been under cleanup for more than two decades using traditional methods of bailing, skimmers, and other techniques that reduced the plume-free product depth to mostly sheen over the plume footprint of about 1,3  m2. It was assumed that the plume had been essentially cleaned up and was no longer a risk in the shallow poor-quality groundwater, which was perched atop an aquitard, protecting potable aquifers below. After this long period of cleanup, the petroleum pool began to significantly thicken as the shallow groundwater surface levels began to rise. Based on this field case, it is shown that the significant plume increase in thickness was attributable to the capillary fringe behavior.
dc.publisherAmerican Society of Civil Engineers
dc.titleRole of the Capillary Fringe in Groundwater Petroleum Cleanup
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue8
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001401
dc.page6018004
dc.treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 008
dc.contenttypeFulltext


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