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Geodynamics uses mathematical theories, laboratory experiments, and numerical simulation to model the fluid motions of the Earth's interior that arise from convective forcing.
However, for the classical diffusion advection model, the fluid simply advects and diffuses.
The semi-empirical Morison equation is used to model the fluid forces.
As a preliminary study, the harmonic force is used to model the fluid force.
In the model, the fluid moves sinusoidally with time in the porosity of the soil.
Two approaches have been selected: to model the fluid analytically based on the Poiseuille flow theory and to model the fluid numerically following the SPH (Smoothed Particle Hydrodynamics) approach.
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In the model, the fluid-solid coupling equations are simultaneously solved.
The Peng Robinson equation of state (PR-EOS) was used to model the fluid-phase behavior, and volumetric predictions were improved by considering shift factors.
The shock physics code CTH is used to model the fluid-structure calculations which involve highly non-linear and high temperature effects.
In the model, the fluid-flow process is simulated with a triple-porosity/dual-permeability model, and the coupling effects of effective stress and micro-pore swelling/shrinkage are modeled with the coupled fluid-flow and geomechanical deformation approach.
In this study, we apply an equivalent continuum approach within a finite element framework to model the fluid-pressure-induced reactivation of pre-existing fractures within the caprock, during high-rate injection of super-critical CO2 into a brine-saturated reservoir in a hypothetical system, using realistic geomechanical and fluid properties.
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