Effect of emplaced nZVI mass and groundwater velocity on PCE dechlorination and hydrogen evolution in water-saturated sand

TitleEffect of emplaced nZVI mass and groundwater velocity on PCE dechlorination and hydrogen evolution in water-saturated sand
Publication TypeJournal Article
Year of Publication2017
AuthorsKim, HJ, Leitch, M, Naknakorn, B, Tilton, RD, Lowry, GV
JournalJ Hazard MaterJ Hazard Mater
Volume322
Pagination136-144
Date Published01/2017
ISBN Number1873-3336 (Electronic)<br/>0304-3894 (Linking)
Accession Number27250869
KeywordsDnapl, Environmental nanotechnology, Groundwater treatment, In situ remediation, Nanoiron
Abstract

The effect of nZVI mass loading and groundwater velocity on the tetrachloroethylene (PCE) dechlorination rate and the hydrogen evolution rate for poly(maleic acid-co-olefin) (MW=12K) coated nZVI was examined. In batch reactors, the PCE reaction rate constant (3.7x10(-4)Lhr(-1)m(-2)) and hydrogen evolution rate constant (1.4 nanomolLhr(-1)m(-2)) were independent of nZVI concentration above 10g/L, but the PCE dechlorination rate decreased and the hydrogen evolution rate increased for nZVI concentration below 10g/L. The nonlinearity between nZVI mass loading and PCE dechlorination and H2 evolution was explained by differences in pH and Eh at each nZVI mass loading; PCE reactivity increased when solution Eh decreased, and the H2 evolution rate increased with decreasing pH. Thus, nZVI mass loading of <5g/L yields lower reactivity with PCE and lower efficiency of Fe degrees utilization than for higher nZVI mass loading. The PCE dechlorination rate increased with increasing pore-water velocity, suggesting that mass transfer limits the reaction at low porewater velocity. Overall, this work suggests that design of nZVI-based reactive barriers for groundwater treatment should consider the non-linear effects of both mass loading and flow velocity on performance and expected reactive lifetime.

DOI10.1016/j.jhazmat.2016.04.037