2022
DOI: 10.2139/ssrn.4010630
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Role of Relative Permeability Hysteresis in Modified Salinity Water Flooding

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Cited by 1 publication
(3 citation statements)
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References 31 publications
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“…Wettability is a pore‐scale property that influences the relative mobility, location and spatial distribution of fluid phases in porous media (Anderson, 1987; Kassa et al., 2021). The wettability alteration caused by physicochemical interactions between the rock, and the injected and formation fluids is assumed to directly change the shape of relative permeability and capillary pressure curves (Hosseinzadehsadati et al., 2022a, 2022b; Lake, 1989). Corey's equation can be used to describe the relative permeability function (Brooks & Corey, 1966), Sw=SwSwi1SwiSnr ${S}_{w}^{\ast }=\frac{{S}_{w}-{S}_{\text{wi}}}{1-{S}_{\text{wi}}-{S}_{\text{nr}}}$ krw=krw,maxSwnw ${k}_{\text{rw}}={k}_{\text{rw},\mathrm{max}}{\left({S}_{w}^{\ast }\right)}^{{n}_{w}}$ krn=krn,max1Swnn ${k}_{\text{rn}}={k}_{\text{rn},\mathrm{max}}{\left(1-{S}_{w}^{\ast }\right)}^{{n}_{n}}$ where S w is water saturation, S wi is irreducible water saturation, S nr is residual NAPL phase saturation, and n w and n n are Corey's exponents for water and NAPL phase, respectively.…”
Section: Methodsmentioning
confidence: 99%
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“…Wettability is a pore‐scale property that influences the relative mobility, location and spatial distribution of fluid phases in porous media (Anderson, 1987; Kassa et al., 2021). The wettability alteration caused by physicochemical interactions between the rock, and the injected and formation fluids is assumed to directly change the shape of relative permeability and capillary pressure curves (Hosseinzadehsadati et al., 2022a, 2022b; Lake, 1989). Corey's equation can be used to describe the relative permeability function (Brooks & Corey, 1966), Sw=SwSwi1SwiSnr ${S}_{w}^{\ast }=\frac{{S}_{w}-{S}_{\text{wi}}}{1-{S}_{\text{wi}}-{S}_{\text{nr}}}$ krw=krw,maxSwnw ${k}_{\text{rw}}={k}_{\text{rw},\mathrm{max}}{\left({S}_{w}^{\ast }\right)}^{{n}_{w}}$ krn=krn,max1Swnn ${k}_{\text{rn}}={k}_{\text{rn},\mathrm{max}}{\left(1-{S}_{w}^{\ast }\right)}^{{n}_{n}}$ where S w is water saturation, S wi is irreducible water saturation, S nr is residual NAPL phase saturation, and n w and n n are Corey's exponents for water and NAPL phase, respectively.…”
Section: Methodsmentioning
confidence: 99%
“…As shown in Figure S2 of Supporting Information , 2D and 3D models with a size of 200 × 80 m 2 and 200 × 80 × 80 m 3 are designed for numerical analysis, respectively, bears a close resemblance to the one proposed by Hosseinzadehsadati et al. (2022a, 2022b). One should note that the grid blocks size has to be smaller than the wavelength of fingers to ensure numerical accuracy.…”
Section: Model Configurationmentioning
confidence: 98%
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