DOI: 10.31274/rtd-180813-12650
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Transport and fate of a LNAPL in fractured clayey till

Abstract: This maniiscript has been reproduced from the microfilm master. UMIfilms the text directly from the original or copy submitted. Thus, some thesis and dissertation copies are in typewriter face, while others may be from any type of computer printer.The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photogr^hs, print bleedthrough, substandard margins, and improper alignment can adversely affect reproduction.I… Show more

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Cited by 2 publications
(2 citation statements)
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“…In snap-off, when water is invaded into a water-wet media, the water in the corner of a throat will swell gradually until it disconnects the non-wetting phase in the throat and forcibly pushes non-wetting into pore bodies [60,61]. The snap-off trapping mechanism is dominant for water-wet rocks with a high aspect ratio of pore-body diameter to pore-throat diameter [62]. The snap-off mechanism starts when the non-wetting phase (CO 2 ) fills the pore throat first.…”
Section: Comparing Contact Angle Of Bubbles On Flat Surface With Contmentioning
confidence: 99%
“…In snap-off, when water is invaded into a water-wet media, the water in the corner of a throat will swell gradually until it disconnects the non-wetting phase in the throat and forcibly pushes non-wetting into pore bodies [60,61]. The snap-off trapping mechanism is dominant for water-wet rocks with a high aspect ratio of pore-body diameter to pore-throat diameter [62]. The snap-off mechanism starts when the non-wetting phase (CO 2 ) fills the pore throat first.…”
Section: Comparing Contact Angle Of Bubbles On Flat Surface With Contmentioning
confidence: 99%
“…Water flow and tracer experiments performed on core samples have been a standard method for determining hydraulic and mass transport parameters for fractured sediments, including till, since the 1980s (Grisak and Pickens 1980; Mackiewicz 1994; Jørgensen et al 2002). Drill‐core, Shelby tube, or Giddings probe samples (<7.62 cm diameter) are commonly used because they can be obtained through standard site sampling protocols (D'Astous et al 1989; Mackiewicz 1994; Fausey et al 2000; Timms et al 2016). In the late 1990s and early 2000s, several studies performed flow and transport experiments on “large, undisturbed till cores (LUTC)” that were ∼ 0.5 m in diameter and ∼ 0.5‐m tall.…”
Section: Introductionmentioning
confidence: 99%