1991
DOI: 10.1016/0920-4105(91)90032-i
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Adsorption II. Nonequilibrium adsorption of surfactants onto three reservoir cores from the Norwegian Continental Shelf. The effects of clay minerals

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Cited by 25 publications
(10 citation statements)
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“…Similar behavior has been found by Austad et al (1991aAustad et al ( , 1991bAustad et al ( , 1992b. A product containing a mixture of an EO sulfonate and the corresponding nonionic alcohol was studied during a dynamic adsorption experiment at 70 C (Austad et al 1991a(Austad et al , 1991b(Austad et al , 1992b. The surfactant had an EO degree of 6, which resembles S1 in the present work, with 7 ethoxy groups.…”
Section: Resultssupporting
confidence: 81%
“…Similar behavior has been found by Austad et al (1991aAustad et al ( , 1991bAustad et al ( , 1992b. A product containing a mixture of an EO sulfonate and the corresponding nonionic alcohol was studied during a dynamic adsorption experiment at 70 C (Austad et al 1991a(Austad et al , 1991b(Austad et al , 1992b. The surfactant had an EO degree of 6, which resembles S1 in the present work, with 7 ethoxy groups.…”
Section: Resultssupporting
confidence: 81%
“…After circulating some PVs of CLS solution, the concentration between the main flow path of the core and the flask was not affected by concentration gradients due to the dilution. 22 The CLS concentration loss was principally caused by diffusion between macropores (main path) and micropores (deadend pores) due to concentration differences.…”
Section: Kinetics Of Cls Adsorption Onto Limestonementioning
confidence: 99%
“…However, the issues of solute transport in FPM have been studied relatively less. It should be noted that one of the pioneer works was done in [13][14][15], where an approach was taken to compile and analyze the hydrodynamic models of the solute transport in FPM. In the aforementioned works, the process of solute transport in FPM is described by a combination of convective-diffusion transport, which is dominant in fractures, and diffusion transport, which is dominant in porous blocks.…”
Section: Introductionmentioning
confidence: 99%