Mobility of Nanoscale and Microscale iron for groundwater remediation: experiments and modelling

Colloidal suspensions of zerovalent iron micro- and nanoparticles (MZVI and NZVI) have been studied in recent years for in-situ groundwater remediation. Thanks to their small size, MZVI and NZVI can be dispersed in aqueous suspensions and directly injected into the subsurface, for a targeted treatment of contamination plumes and even sources. However, colloidal dispersions of such particles are not stable in pure water, due to fast aggregation (for NZVI) and gravitational sedimentation (for MZVI). Viscous, environmentally friendly fluids (guar gum and xanthan gum solutions), which exhibit shear thinning rheological properties, were found to be effective in improving colloidal stability, thus greatly improving handling and injectability (1-3). The present work reports laboratory tests and numerical modelling concerning the mobility of MZVI and NZVI viscous suspensions in porous media. The efficacy of xanthan and guar gum was investigated in column transport tests, performed injecting highly concentrated iron suspensions (20 g/L), dispersed in xanthan gum (3g/L) and guar gum (3-6 g/l) solutions. Particle breakthrough curves and concentration profiles were monitored by magnetic susceptibility measurements. Pressure drop at column ends was also continuously monitored. The tests proved that green polymers can greatly improve both colloidal stability and mobility of the particles. Their use is fundamental in particular for MZVI, which cannot be transported nor even dispersed in pure water. A numerical model for NZVI and NZVI transport in porous media was then developed (E-MNM1D, Enhanced Micro-and Nanoparticle transport Model in porous media in 1D geometry) (4). Due to the high concentration of the particles and to the non-Newtonian rheology of the carrier fluid, hydrodynamic parameters, fluid properties and concentration of deposed and suspended particles are mutually influenced. The rheological properties of the suspensions are accounted for through a variable viscosity, function of flow rate and on polymer and particle concentrations. The particle-porous medium interactions are modelled with a dual-site approach, accounting for straining and physico-chemical deposition/release phenomena. A general formulation for reversible deposition is also proposed, that includes all commonly applied dynamics (linear attachment, blocking, ripening). The progressive clogging of the porous medium, due to deposition and filtration of particles and aggregates, is modelled by tying porosity and permeability to deposited iron particles. E-MNM1D can be downloaded at www.polito.it\groundwater\software. The software is designed as a tool for inverse modelling of laboratory transport tests, and as a support in the design of field-scale applications of MZVI and NZVI–based remediation, in particular for the estimate of the radius of influence of the slurry injection. The work was partly funded by the European Union project AQUAREHAB (FP7 - Grant Agreement Nr. 226565).