Abstract
In this contribution we present the results of our study on the progressive porous media clogging induced
by deposition of zero-valent iron nanoparticles (nZVI). We study this specific particle since it has proven to
deliver effective degradation of chlorinated hydrocarbons when injected in sub-surface layers contaminated
by these organic-based toxic substances. The technology is known as nanoremediation and is an emerging
technology with great potential for in-situ remediation of contaminated aquifers. For the degradation to
occur the nZVI particles need to be injected (in form of aqueous suspensions) into the contaminant bearing
sediments1. nZVI nanoparticles are highly reactive and excellent degraders of the chlorinated hydrocarbon
contaminants by reduction reactions.
While the nanoremediation concept is proven to be successful at laboratory, pilot, and field scales, there are a
number of limitations to the technique, including the mobility of nZVI suspensions in sub-surface sediment
layers. Particle agglomeration and retention in porous media restricts efficient delivery of nZVI nanoparticles
to the contaminated zones. The two primary challenges of working with nanoparticles in porous media: (i)
particle aggregation and (ii) particle retention causing clogging1. These challenges are, mainly, dealt with by
controlling the size and surface charge of nanoparticles, the chemistry of fluids (ionic strength and pH), and the
sediment surface charge. Given their small sizes (<100nm) compared to typical pore-throat sizes of naturally
occurring sediment layer (≥10s μm), nanoparticles should cause no clogging issues, if suspended properly.
However, nanoparticles form aggregates (~μm size) which reduces mobility, surface area, and reactivity.
Darcy-scale modelling approaches commonly used to describe nanoparticle transport in porous media are
based on a modified advection-dispersion equation that incorporates exchanges with the porous matrix, namely
deposition and release (DR-ADE). The DR-ADE formulations (e.g. clean bed deposition, straining, ripening,
blocking) are derived assuming a range of pore-scale processes that, in common laboratory tests (column tests),
cannot be investigated and verified in details, but only inferred from large-scale observations. Here we used
the experimental results obtained at pore-scale (using X-ray computed micro-tomography2) to obtain darcyscale
data, averaged on our sample, which were then fitted with a DR-ADE, similar to column test results,
using the software MNMs. MNMs are the particle transport models developed at the Polytechnic University
of Turin (Politecnico di Torino). This software (freely available) is the only coupled flow and particle transport
model currently available. It models porous media clogging through a range of mechanisms as outlined
above. By combining the fitting results and the detailed information on real pore-scale processes occurring in
our sample, we verified the validity of the attachment/detachment kinetic models typically implemented in
the DR-ADE. Our data is a sequence of 3D images which were captured before, during, and after injection of
nZVI suspensions in a sand column. Analysing these images shows how accurate and inclusive the previously
identified clogging mechanisms included in the MNMs are.
Original language | English |
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Publication status | Published - 6 May 2019 |
Event | 11th Annual Meeting of the International Society of Porous Media - Valencia, Spain Duration: 6 May 2019 → 10 May 2019 Conference number: 11 https://events.interpore.org/event/12/overview |
Conference
Conference | 11th Annual Meeting of the International Society of Porous Media |
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Abbreviated title | Interpore |
Country/Territory | Spain |
City | Valencia |
Period | 6/05/19 → 10/05/19 |
Internet address |