Pore-Scale Modeling of Mixing-Induced Reaction Transport through a Single Self-Affine Fracture

<div>Generated single self-affine fracture with H=0.8 by using the successive random additions technique. (a) Illustration of the generated self-affine fracture walls. (b) Local aperture as a function of longitudinal distance along the fracture.</div>

Geofluids

fig1

Figure 1

Figure 1: Pore-Scale Modeling of Mixing-Induced Reaction Transport through a Single Self-Affine Fracture 