minerals
Article
Infiltration Depth of Mineral Particles in Gravel-Bed Rivers
Natalia Bustamante-Penagos
1,
* and Yarko Niño
1,2,3,
*
Citation: Bustamante-Penagos, N.;
Niño, Y. Infiltration Depth of Mineral
Particles in Gravel-Bed Rivers.
Minerals 2021, 11, 1285. https://
doi.org/10.3390/min11111285
Academic Editor: Mark I. Pownceby
Received: 11 October 2021
Accepted: 10 November 2021
Published: 19 November 2021
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1
Department of Civil Engineering, Faculty of Physical and Mathematical Sciences, Universidad de Chile,
Santiago 8370449, Chile
2
Advanced Center for Water Technologies, Santiago 8370448, Chile
3
Advanced Mining Technology Center, Faculty of Physical and Mathematical Sciences, Universidad de Chile,
Santiago 8370449, Chile
* Correspondence: nataliabustamante@ug.uchile.cl (N.B.-P.); ynino@ing.uchile.cl (Y.N.)
Abstract: This article discusses the results of an experimental study of a spill of mineral particles
in gravel-bed rivers due to mining accidents. The purpose of this research is to characterize the
dynamics of the fine mining particles spilled on a bed of immobilized gravel as a hyper-concentrated
mixture and to experimentally characterize the infiltration phenomenon. We analyzed the type of
infiltration considering the dimensionless coarse to fine particle size relationship, the dimensionless
weight of the fine particles, the relative density of the particles, and the relationship between the
subsurface and surface velocities, in addition to the densimetric Froude and Reynolds numbers of
the fine particles. We found that the dimensionless infiltration depth is not associated with hydraulic
parameters or the weight of the fine sediment spilled; however, fine sediment deposition decreases
with depth, and infiltration depth may increase if subsurface flow decreases over time. Finally, a
relationship of the dimensionless maximum infiltration depth with the relative density of the mining
particles, the ratio of the bed sediment and the mining particles sizes, and the ratio between the
subsurface and surface velocities is established.
Keywords: infiltration of fine materials; pollution by mining materials; unimpeded static percolation;
bridging; clogging
1. Introduction
Heavy metals in riverbeds can come from acid rock drainage formation, mining,
industry, or mining accidents. As a result of current and historical metal mining, rivers and
floodplains in many parts of the world have become contaminated by the metal-rich waste
in concentrations that may pose a hazard to human and animal livelihoods [1–3]. Human
health and environmental impacts commonly arise due to the long residence time of heavy
metals in river sediments and alluvial soils and their bioaccumulatory nature in plants and
animals [2].
Coulthard et al. [1] modeled heavy metal contamination in river systems in the United
Kingdom. Simulations considered sediment transport dynamics to analyze contaminant
transport due to sediment movement. An increase in flow rate may reduce contamination
because it could generate bedload transport, and further dilution may occur. Jaskula
et al. [4] analyzed the spatial variability of riverbed pollution by heavy metals, such as
Cr, Ni, Cu, Zn, Cd, and Pb, in sediments of the Warta riverbed in Poland. They found
that the highest contributors to pollution were urbanized areas and industrial activities.
They also reported the temporal variability of heavy metals and that the ecological risk is
proportional to the presence of heavy metals in the riverbed.
Several mining accidents have occurred worldwide. Benito et al. [5] studied the
Aznalcollar mine spill in 1998. The accident caused the spilling of some 4.5 × 10
3
Mm
3
of acid water and pyrite ore, generating a waste sludge with a high concentration of
heavy metals in the floodplains of the Agrio and Guadiamar rivers, Spain, affecting the
Minerals 2021, 11, 1285. https://doi.org/10.3390/min11111285 https://www.mdpi.com/journal/minerals