2020
DOI: 10.1103/physrevresearch.2.023240
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Fluid-phase topology of complex displacements in porous media

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Cited by 17 publications
(8 citation statements)
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“…We also determined the cumulative size distribution of NAPL ganglia P(s) at different velocities for waterflooding and SDS surfactant flooding, where s is the ganglia size, as shown in Figure 12. The P(s) can be obtained by integrating the ganglia size distribution p(s) , and P(s)=sp(x)dx (Jiang & Tsuji, 2015; Ott et al., 2020). Figure 12 suggests that for both waterflooding and SDS surfactant flooding, most of the NAPL ganglia are smaller than the pore size at all velocities (capillary numbers).…”
Section: Resultsmentioning
confidence: 99%
“…We also determined the cumulative size distribution of NAPL ganglia P(s) at different velocities for waterflooding and SDS surfactant flooding, where s is the ganglia size, as shown in Figure 12. The P(s) can be obtained by integrating the ganglia size distribution p(s) , and P(s)=sp(x)dx (Jiang & Tsuji, 2015; Ott et al., 2020). Figure 12 suggests that for both waterflooding and SDS surfactant flooding, most of the NAPL ganglia are smaller than the pore size at all velocities (capillary numbers).…”
Section: Resultsmentioning
confidence: 99%
“…Euler characteristic number ( χ ) for a three‐dimensional body is calculated as the linear combination of Betti numbers, χ = b 0 − b 1 + b 2 , where b 0 is the number of isolated objects, b 1 is the number of redundant loops, and b 2 is the number of cavities. Several theoretical (Armstrong et al., 2019; Miller et al., 2019), numerical (McClure et al., 2016, 2018, 2020), and experimental (Armstrong et al., 2016; Herring et al., 2013; Ott et al., 2020; Schlüter et al., 2016) studies have addressed the consideration of the Euler characteristic number as a state variable. Their studies show that Euler characteristic number can provide an improved indication of two‐phase flow and its relevant pore‐scale phenomena.…”
Section: Introductionmentioning
confidence: 99%
“…With the development of soil mechanics and frozen soil mechanics, the understanding of soil bodies is getting deeper and deeper (Jiang and Huang, 2016). Soil is a complex multiphase porous medium, and its mechanical properties and equilibrium state are the results of the mutual coupling of the phases in the soil and various environmental effects (Ott et al, 2020;Yan et al, 2022;Guo P. et al, 2021). von Terzaghi (1923) proposed the effective stress principle of saturated soils (Gudehus, 2021), which made soil mechanics independent from general mechanics into an independent discipline and prepared for the improvement of present day soil mechanics (Jiang and Huang, 2018).…”
Section: Introductionmentioning
confidence: 99%