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contributor authorZelin Li
contributor authorBing Chen
contributor authorHongjing Wu
contributor authorXudong Ye
contributor authorHe Zhang
contributor authorKedong Zhang
contributor authorBaiyu Zhang
date accessioned2017-12-30T12:54:42Z
date available2017-12-30T12:54:42Z
date issued2018
identifier other%28ASCE%29EE.1943-7870.0001310.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243294
description abstractApplications of biosurfactant in enhanced aquifer remediation processes have been widely studied. In order to clarify the significant parameters and analyze their interactions, and thus be able to describe the processes in an efficient and robust approach, as well as evaluate the performance of biosurfactant, this research performed a parameterization study for modeling biosurfactant-enhanced aquifer remediation (BSEAR) processes based on flow cell experiments. Lab synthetized surfactant solution was deployed together with soil flushing using water to remove the diesel contaminants from the soil sample. By using the developed hybrid stochastic and design of experiment (DOE)–aided parameterization method, it was revealed that the interactions between the distribution coefficient and Henry’s constant were significant in general for modeling the removal of benzene, toluene, ethylbenzene, and xylene (BTEX). In particular, the interaction between the distribution coefficient and the first 12-h loading ratio is significant in modeling the removal of ethylbenzene. It was also found that enhanced mobility and solubility increase of contaminants were achieved after applying the surfactant solution. After parameterization, R2 values showed good consistency, which indicated the effectiveness in modeling BSEAR processes.
publisherAmerican Society of Civil Engineers
titleParameterization Study for Modeling Biosurfactant-Enhanced Aquifer Remediation Processes Based on Flow Cell Experiments
typeJournal Paper
journal volume144
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001310
page04017096
treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 002
contenttypeFulltext


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