Modeling support of functional relationships between capillary pressure, saturation, interfacial area and common lines

By R. Held, Michael A. Celia. 2001

152 citations recorded by the source corpus.

Subfields: Environmental Engineering, Mechanics of Materials, Ocean Engineering

View Paper: https://www.semanticscholar.org/paper/01a30a882bc39d649b9e1bc1555d0beb2b81abfe

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In Environmental Engineering

In Mechanics of Materials

In Ocean Engineering

Citations in the corpus

Non-equilibrium effects in capillarity and interfacial area in two-phase flow: dynamic pore-network modelling (2010, background): “The behaviour of the surface is very similar to the P c–Sw–anw surfaces shown by Reeves & Celia (1996), Held & Celia (2001), Joekar-Niasar et al. (2008, 2009) and Porter et al. (2009), although they only simulated P c–Sw–anw equilibrium points.”
Comparison of Unimodal Analytical Expressions for the Soil-Water Retention Curve (2005, unknown): “The resulting expression for the SWRC is: a pore-scale network theory (Reeves and Celia, 1996; Fischer and Celia, 1999; Held and Celia, 2001a, 2001b ␪ ϭ ␪ s for ␺ Ն ␺ b ␪ ϭ ␪ r ϩ 1 2 (␪ s Ϫ ␪ r ) erfc΄ ln ΂ ␺ b Ϫ ␺ ␺ b Ϫ ␺ o ΃ Ϫ ␴ 2 √2␴ ΅ for ␺ Ͻ ␺ b potential is related not only to capillary…”
Interfacial area measurements for unsaturated flow through a porous medium (2004, methodology): “…from pore network models [e.g., Lowry and Miller, 1995; Reeves and Celia, 1996; Kawanishi et al., 1998; Dahle and Celia, 1999; Or and Tuller, 1999; Held and Celia, 2001], to Lattice-Boltzmann simulations [Coles et al., 1998; Hazlett et al., 1998; Pan et al., 2001, 2004], to investigations based…”
Modeling the velocity field during Haines jumps in porous media (2015, unknown): “S w relationship the hysteresis that is observed during drainage and imbibition experiments can be reduced (e.g. [10] [27] [30] [31] [40] [41] [42]).”
Measurement and prediction of the relationship between capillary pressure, saturation, and interfacial area in a NAPL‐water‐glass bead system (2010, methodology): “…the anw − Sw curves are consistent with curves observed in other CMT experiments [Culligan et al., 2004, 2006; Brusseau et al., 2007] and predicted by pore‐scale numerical models [Reeves and Celia, 1996; Held and Celia, 2001; McClure et al., 2004; Joekar‐Niasar et al., 2007; Porter et al., 2009].”
Linking pore-scale interfacial curvature to column-scale capillary pressure (2012, background): “A few experimental and numerous modeling results have shown that a unique P–S–a surface exists for a given pore morphology, suggesting that the inclusion of a provides a unique solution for P, or at least removes most of the hysteretic effect [19,5,1,10,17,16].”
Using X-ray computed tomography in hydrology: systems, resolutions, and limitations (2002, unknown): “ Held and Celia (2001) specifically call for measurement techniques capable of resolving these variables.”