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contributor authorLinda M. Abriola
contributor authorWendy E. Condit
contributor authorMatthew A. Cowell
date accessioned2017-05-08T21:28:01Z
date available2017-05-08T21:28:01Z
date copyrightJanuary 2000
date issued2000
identifier other%28asce%290733-9372%282000%29126%3A1%2839%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52543
description abstractObservations from 1D soil column experiments are used to explore the factors influencing surfactant-enhanced solubilization of entrapped non-aqueous-phase liquids in sandy porous media. These experiments were designed to quantify the influence of porous medium properties and flow system parameters on the rate of contaminant removal. A 1% flushing solution of polyoxyethylene sorbitan monooleate (Witconol 2722) was employed to recover residual phase decane from a range of Ottawa sands. Deviations from local equilibrium conditions were observed in all experiments. For solution phase Darcy velocities ranging from 0.83 to 8.3 cm/h, maximum column effluent concentration levels were consistently <55% of the batch-measured equilibrium value. Column data were used to develop an empirical modified Sherwood correlation for the prediction of initial, pseudo steady-state, solubilization rates assuming a linear driving force mass transfer expression. This correlation incorporates the Reynolds number, the mean grain size, and the sand uniformity index. The adequacy of this correlation for the prediction of initial steady-state solubilization rates in other sandy media is demonstrated for a natural aquifer material. Results of this study suggest a similar dependence of mass transfer rates on system hydrodynamics and soil properties for both micellar solubilization and dissolution.
publisherAmerican Society of Civil Engineers
titleInfluence of Soil Texture on Rate-Limited Micellar Solubilization
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2000)126:1(39)
treeJournal of Environmental Engineering:;2000:;Volume ( 126 ):;issue: 001
contenttypeFulltext


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