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dc.contributor.authorDavid M. Kahler; Zbigniew J. Kabala
dc.date.accessioned2019-03-10T12:03:25Z
dc.date.available2019-03-10T12:03:25Z
dc.date.issued2019
dc.identifier.other%28ASCE%29EE.1943-7870.0001479.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254764
dc.description.abstractGroundwater contamination is expensive to remediate, primarily because of the treatment time required. Increased treatment time can be caused by several contributing factors, such as sequestration in low-permeability regions of an aquifer, which can cause tailing and rebound phenomena. One such region consists of dead-end pores. Once a contaminant enters the dead-end pores, it remains in an eddy and only moves back into well-connected pores, from which it can be advected away, by molecular diffusion. A previous study with computational fluid dynamics suggested that rapidly pulsed flow demonstrated the potential to accelerate contaminant removal from dead-end pores. Here, we tested the recovery of a dissolved contaminant under steady and rapidly pulsed flow from a porous media column with crushed glass, which should have naturally formed dead-end pores. This test simulated the fluid dynamics in a flow constrained by a column without sorption; therefore, this tested the dynamics in the dead-end pores but did not include the complete dynamics of a remediation scheme. The results showed accelerated removal under rapidly pulsed flow, which is consistent with results from the computational model; however, there may be additional or alternative sources of the sequestered contaminant.
dc.publisherAmerican Society of Civil Engineers
dc.titleAcceleration of Groundwater Remediation by Rapidly Pulsed Pumping: Laboratory Column Tests
dc.typeJournal Paper
dc.journal.volume145
dc.journal.issue1
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001479
dc.page06018009
dc.treeJournal of Environmental Engineering:;2019:;Volume ( 145 ):;issue: 001
dc.contenttypeFulltext


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