Transport of particulate material and dissolved tracer in a highly permeable porous medium: comparison of the transfer parameters.
We are experimentally studying, by means of short-pulse injection, the transport and deposition kinetics of suspended particles (silts of the order of 10 microm) in a highly permeable medium consisting of a column of gravel. In our experiments, the breakthrough curves (BTCs) are well described by analytical solutions of a convection/dispersion model with first-order deposition kinetics. All the transport parameters calculated by the model for both particles and dissolved tracer depend on the flow rate. We demonstrate the existence of a critical flow rate, determined experimentally, beyond which the transfer time for the particles is longer than that for the tracer. This phenomenon is unusual in comparison with the results available in the literature. The increase in transfer time of particles in comparison to tracer leads us to assume a purely mechanical phenomenon, that is, collision between particles and grains of the medium with instantaneous reset in motion when the flow rate is sufficient to avoid settling. Thanks to the polydispersivity of the injected suspension and the control of grain size at the outlet, it can also be determined that the coarser particles are recovered before the finer particles, as expected when one considers the size-exclusion effect.
Masse
Nicolas
N
Département de Géologie, UMR 6143 CNRS/Université de Rouen, Mont-Saint-Aignan, France. Nicolas.Massei@univ-rouen.fr
Lacroix
Michel
M
Wang
Hua Qing
HQ
Dupont
Jean-Paul
JP
D007700:Kinetics; D010316:Particle Size; D010539:Permeability; D016062:Porosity; D012989:Soil Pollutants / Q000032:analysis*; D014872:Water Movements; D014873:Water Pollutants / Q000032:analysis*; D014881:Water Supply
D012989:Soil Pollutants; D014873:Water Pollutants