2016
DOI: 10.1016/j.ijggc.2016.09.017
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Flood characteristic and fluid rock interactions of a supercritical CO 2 , brine, rock system: South West Hub, Western Australia

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Cited by 39 publications
(17 citation statements)
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“…Permeability reduction has also been observed due to pore structure modification. This can be caused by blocking of flow paths due to pore-filling secondary mineral precipitation (Lu et al, 2011), fine kaolinite particle migration due to petrophysical alteration (Saeedi et al, 2016), or mechanical compaction of the framework grains (Khather et al, 2017). Dissolution rates are relatively high when the initial fluid is far away from equilibrium (Luquot et al, 2016;Tutolo et al, 2015), and the rate is proportional to the surface area of the rocks and the partial pressure of CO 2 (Lamy-Chappuis et al, 2014;Luquot et al, 2014;Wang et al, 2017).…”
Section: Introductionmentioning
confidence: 99%
“…Permeability reduction has also been observed due to pore structure modification. This can be caused by blocking of flow paths due to pore-filling secondary mineral precipitation (Lu et al, 2011), fine kaolinite particle migration due to petrophysical alteration (Saeedi et al, 2016), or mechanical compaction of the framework grains (Khather et al, 2017). Dissolution rates are relatively high when the initial fluid is far away from equilibrium (Luquot et al, 2016;Tutolo et al, 2015), and the rate is proportional to the surface area of the rocks and the partial pressure of CO 2 (Lamy-Chappuis et al, 2014;Luquot et al, 2014;Wang et al, 2017).…”
Section: Introductionmentioning
confidence: 99%
“…The T2 spectrum indicate that the pore size distribution changes after the injection of CO2, however, there is no significant change in the total pore volume, which represents there are mutual transformations among the pores with different sizes in the core [12,25]. The main occurrence in this paper is the transformation of large pores to medium pores.…”
Section: Pore Size Transformationmentioning
confidence: 74%
“…After that, the core began to be flooded by CO 2 and the injection flow rate of the was set to 1 mL/h in in order to avoid the damage of velocity sensitivity to the core. The flooding continued until the pressure at the outlet and inlet were stable (which meant the structure inside the core did not change in the short term) and the total flooding time was at least 150 h [22,25].…”
Section: Core-floodingmentioning
confidence: 99%
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