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Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/22860
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dc.contributor.advisorSmith, James E.-
dc.contributor.authorJazwiec, Alicja N.-
dc.date.accessioned2018-05-04T16:20:50Z-
dc.date.available2018-05-04T16:20:50Z-
dc.date.issued2018-06-
dc.identifier.urihttp://hdl.handle.net/11375/22860-
dc.description.abstractThe increasing commercial and industrial use of ethanol, i.e., in biofuel and gasoline, has generated increased incidents of vadose zone contamination by way of ethanol spills and releases. This has increased the interest in better understanding infiltration behaviours of ethanol in unsaturated porous media and the multiphase interactions in the vadose zone. Solute-dependent capillarity-induced focused flow (SCIFF) is a vertical, highly focused flow infiltration behaviour first reported by Smith et al. (2011) in butanol-contaminated sands. Through the use of highly controlled laboratory experiments, this thesis research investigates focused flow (SCIFF) and related behaviours through water infiltration into ethanol-contaminated unsaturated sand. Focused flow behaviours (SCIFF) were demonstrated through the infiltration of water into an ethanol-contaminated unsaturated sand using both constant flux and constant head methodologies. The observation of focused flow behaviours in ethanol-contaminated sand supported the primary hypothesis of this work. The secondary hypothesis was also supported, as focused flow behaviours were not observed, rather stable semicircular infiltration patterns were observed during ethanol infiltration into water-wet sand. Comparisons between constant flux and constant head application methods under similar flow rates and fluid volumes produced similar results. The zone of lower saturation, or the “halo effect” reported in previous literature, was strongly expressed during water infiltration in ethanol-contaminated sand. This halo effect is affected by the maximum (at 40% to 50%) of aqueous concentration of ethanol. This maximum enhances the zone of lower saturation and stabilizes the solute front. The SCIFF focused flow also overcame the effects of minor heterogeneities in the sand. However, additional laboratory and modelling work is required to further understand the extent of SCIFF behaviour.en_US
dc.language.isoenen_US
dc.subjectfocused flowen_US
dc.subjectsolute-induced capillarity-dependent focused flowen_US
dc.subjectSCIFFen_US
dc.subjectvadose zoneen_US
dc.subjectinfiltrationen_US
dc.subjectethanolen_US
dc.subjectunsaturated zoneen_US
dc.subjectflow cellen_US
dc.subjectporous mediaen_US
dc.subjectrainulatoren_US
dc.subjectconstant fluxen_US
dc.subjecttension infiltrometeren_US
dc.subjectconstant headen_US
dc.subjectsoil physicsen_US
dc.subjecthydrologyen_US
dc.subjecthydrogeologyen_US
dc.titleFocused flow during water infiltration into ethanol-contaminated unsaturated porous mediaen_US
dc.typeThesisen_US
dc.contributor.departmentEarth Sciencesen_US
dc.description.degreetypeThesisen_US
dc.description.degreeMaster of Science (MSc)en_US
dc.description.layabstractUnderstanding the behaviour and interaction of water and contaminants in soils is important as environmental contamination and spills can have devastating environmental impacts. In recent decades, ethanol spills and accidental releases onto ground surface have increased as the commercial and industrial use of ethanol has increased. The goals of this work were to qualitatively visualize and quantify the unique nature of water infiltration into the ethanol-contaminated soil and understand the complex mechanisms behind water-ethanol interactions. This research showed that water infiltration creates an uncommon vertical, focused pattern when flowing into sand contaminated by ethanol. However, when ethanol is applied to standard water-wet sand, that behaviour is not observed. This work provided greater insight into the nature of ethanol-contaminated soils. These findings furthered the understanding needed to evaluate impacts that ethanol contamination can have on remedial efforts and the rate of migration of contaminants to groundwater.en_US
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