
We experimentally investigate the influence of suspended neutrally-buoyant particles on the dispersion of a passive solute in pressure-driven axial flow in a constant aperture fracture (parallel plates configuration). A dye is employed as solute in order to measure its local concentration by means of a light transmission technique. In the experiments a dyed particle suspension displaces a transparent one at constant flow rate, for volume fractions φ ranging from 0 to 0.25 and for solute Péclet numbers (Pe(s)) between 35 and 476 (mean flow velocities U between 0.004 and 0.0544 cm/s). The local time variation of the solute concentration in the measurement zone was well-fitted by the solution of the advection-dispersion equation, and a longitudinal dispersion coefficient D for the solute was measured. For Pe(s)0) and without particles (φ=0) are equal within the measurement error. For Pe(s)>300, D decreases for φ>0 compared to φ=0. The magnitude of the reduction increases as φ increases, and also as Pe(s) increases. This decrease of D in the presence of suspended macroscopic particles is analyzed in the light of theoretical, numerical and experimental results from other authors that studied suspension flow in similar geometries.
Flow, Transport, Dispersion, Models, Theoretical, Particles, https://purl.org/becyt/ford/2.7, Suspensions, Suspension, Solute, Image Processing, Computer-Assisted, Water Movements, https://purl.org/becyt/ford/2, Groundwater
Flow, Transport, Dispersion, Models, Theoretical, Particles, https://purl.org/becyt/ford/2.7, Suspensions, Suspension, Solute, Image Processing, Computer-Assisted, Water Movements, https://purl.org/becyt/ford/2, Groundwater
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