| dc.contributor.author | David M. Kahler; Zbigniew J. Kabala | |
| dc.date.accessioned | 2019-03-10T12:03:25Z | |
| dc.date.available | 2019-03-10T12:03:25Z | |
| dc.date.issued | 2019 | |
| dc.identifier.other | %28ASCE%29EE.1943-7870.0001479.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4254764 | |
| dc.description.abstract | Groundwater 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.publisher | American Society of Civil Engineers | |
| dc.title | Acceleration of Groundwater Remediation by Rapidly Pulsed Pumping: Laboratory Column Tests | |
| dc.type | Journal Paper | |
| dc.journal.volume | 145 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Environmental Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)EE.1943-7870.0001479 | |
| dc.page | 06018009 | |
| dc.tree | Journal of Environmental Engineering:;2019:;Volume ( 145 ):;issue: 001 | |
| dc.contenttype | Fulltext | |