A shock‐tube technique for studying pore‐pressure propagation in a dry and water‐saturated porous medium

1985 ◽  
Vol 58 (8) ◽  
pp. 2937-2942 ◽  
Author(s):  
Jos G. M. van der Grinten ◽  
Marinus E. H. van Dongen ◽  
Hans van der Kogel
Keyword(s):  
Porous Medium ◽  
Shock Tube ◽  
Pore Pressure ◽  
Saturated Porous Medium ◽  
Water Saturated ◽  
Pressure Propagation

Strain and pore pressure propagation in a water‐saturated porous medium

1987 ◽  
Vol 62 (12) ◽  
pp. 4682-4687 ◽  
Author(s):  
Jos G. M. van der Grinten ◽  
Marinus E. H. van Dongen ◽  
Hans van der Kogel
Keyword(s):  
Porous Medium ◽  
Pore Pressure ◽  
Saturated Porous Medium ◽  
Water Saturated ◽  
Pressure Propagation

Modeling of Gas-Liquid Flow Through an Interconnected Channel Matrix

2009 ◽  
Author(s):  
Dustin Crandall ◽  
Goodarz Ahmadi ◽  
Duane H. Smith
Keyword(s):  
Porous Medium ◽  
Oil Recovery ◽  
Saturated Porous Medium ◽  
Channel Matrix ◽  
Injection Flow ◽  
Constant Rate ◽  
Fluid Properties ◽  
Geologic Co2 Sequestration ◽  
Gas Liquid Flow ◽  
Water Saturated

The motion of a less viscous, non-wetting gas into a liquid-saturated porous medium is known as drainage. Drainage is an important process in environmental applications, such as enhanced oil recovery and geologic CO2 sequestration. Understanding what conditions will increase the volume of gas that can saturate an initially water-saturated porous medium is of importance for predictions of the total CO2 volume that can be sequestered in known geologic formations. To further the understanding of how drainage flow properties are related to different injection flow-rates, a porous medium consisting of interconnected channels and pores was manufactured to perform bench-top experiments of drainage. Additionally, a finite-volume model of this interconnected channel matrix was constructed. Numerical simulations of constant-rate injection into the model porous medium are first shown to compare favorably to the bench-top experiments. The fluid and injection properties of the drainage process were then varied to evaluate the flow conditions which would maximize the volume of gas trapped within the porous medium. In particular, CO2 displacing brine within the porous medium was modeled, with representative subsurface temperatures and fluid properties. It was shown with these fluid conditions a higher final saturation of the invading less-viscous CO2 was obtained, as compared to air into water experiments at similar injection rates.

scholarly journals Kinetics of filtration consolidation of water-saturated clay soils

2020 ◽  
pp. 86-95 ◽  
Author(s):  
O. V. Ageikina ◽  
V. V. Vorontsov ◽  
R. R. Sufyanov
Keyword(s):  
Mathematical Model ◽  
Porous Medium ◽  
Saturated Porous Medium ◽  
Experimental Studies ◽  
Saturated Soils ◽  
Consolidation Process ◽  
Filtration Consolidation ◽  
Wide Range ◽  
Water Saturated ◽  
The Mathematical Model

The relevance of the research processes filtration consolidation due to the place of water-saturated soils in various design solutions related to the exploration, production and transportation of hydrocarbons. It should be noted that the diversity of soils led to the emergence of a wide range of mathematical models, obtained on the basis of generalization of experimental data and various assumptions to simplify engineering calculations. The article presents the results of theoretical and experimental studies of the mathematical model of the consolidation process of a water-saturated porous medium. This model is based on simplifying assumptions that are different from those adopted in well-known solutions. A fundamental approach to the formation of the model was developed on the basis of the kinetic representations of chemical reactions used in solving the environmental problems of epoxidation reactions of olefins. We determined the parameters of the mathematical model of the consolidation process of the saturated porous medium of clayey soil and confirmed its adequacy by the research results. In addition, we established the parameters of the field of non-equilibrium filtration, reducing the nonexistent ability of water-saturated soils.

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