Aug 2026· The Physics of Fluids· Vol 38· 0 citations· 38 references
Abstract
The fluid physics of slurry transport in water-rich filled fractures remains unclear because existing models poorly capture the coupling among slurry–water interface evolution, effective filling resistance, and time-dependent rheology. A coupled multiphase flow approach investigates the permeability-controlled transition of slurry diffusion patterns. It combines volume-of-fluid interface tracking, Darcy–Forchheimer effective resistance, and a transport time equation for slurry viscosity evolution. The model was evaluated against a physical experiment at the macroscopic scale and used to compare effective permeability conditions and slurry types. As effective permeability decreases, downstream elongation weakens, while lateral spreading and upstream diffusion are enhanced, changing the diffusion pattern from slender to elliptical and nearly circular forms. At 25 s, from the unfilled condition to the lowest permeability condition, the aspect ratio of cement slurry decreased from 8.38 to 1.13, while the upstream to downstream diffusion ratio and convex hull circularity increased from 0.006 to 0.835 and from 0.300 to 0.988, respectively. This transition is accompanied by faster pressure buildup, stronger velocity attenuation, and weaker downstream slurry transport. Time-dependent viscosity growth suppresses downstream transport and promotes slurry accumulation. Compared with cement slurry, cement–sodium silicate slurry produces a rounder diffusion pattern, wider pressure distribution, higher peak pressure, and faster dynamic water blocking under the same permeability. These results indicate that slurry diffusion patterns within the adopted equivalent resistance framework are influenced by slurry–water interface evolution, filling medium resistance, and slurry viscosity evolution. This work provides physical insight into slurry transport and blocking under dynamic water grouting conditions.
Two-phase flow in rough fractures is governed by the coupled effects of geometric heterogeneity and fluid properties, yet the physical mechanisms linking fracture complexity with phase transport remain insufficiently understood. In this study, a fractal-based analytical model is developed to describe two-phase flow in...
Ming-Kai Zhao, De-Sen Kong, Bao-Liang Zhang et al.· The Physics of Fluids· 0 citations
Understanding how pore fluid properties influence the hydromechanical behavior of clay-rich formations is essential for evaluating the performance and long-term stability of subsurface geoenergy systems, including caprock integrity, storage containment, and unconventional reservoir response. This study investigates the...
Sangyeong Park, Hyeontae Park, Hangseok Choi et al.· Bulletin of Engineering Geol...· 0 citations
Understanding and accurately characterizing the pore-scale distribution and flow behavior of CO2 is fundamental to assessing storage efficiency and leakage risks in geological CO2 sequestration. This study aims to elucidate the mechanisms governing CO2 invasion and two-phase displacement under varying injection rates a...
Transport and retention of nanoparticles in non-Newtonian drilling fluids through porous media are critical for evaluating the sealing potential of micrometer-scale leakage channels in low-permeability reservoirs. A three-dimensional pore-scale model (43 × 25 × 8 μm3) was developed to investigate nanoparticle transport...
Wen Liu, Sheng Zeng, Long He et al.· The Physics of Fluids· 0 citations
Hydraulic fracturing in low-permeability porous rocks involves strong interactions between rock deformation, pore fluid transport, and progressive fracture damage. In this study, a hydro-mechanical phase-field model was developed to investigate hydraulic fracture evolution in saturated porous media. Biot poroelasticity...