2021
DOI: 10.1089/ees.2020.0109
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Permeable Reactive Barriers with Zero-Valent Iron and Pumice for Remediation of Groundwater Contaminated with Multiple Heavy Metals

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Cited by 8 publications
(8 citation statements)
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“…Assumptions for reductive transformation Counter-arguments against the reductive transformation concept RCl reduction is an electrochemical process (Matheson and Tratnyek 1994;Weber 1996) Oxide scale is a non-conductive barrier; thus, electron transfer is blocked RCl must diffuse across the oxide scale to the Fe 0 surface. This migration cannot be quantitative A fraction of electrons from Fe 0 is transferred to RCl (electron efficiency concept) (Liu et al 2013) No RCl can receive electrons from Fe 0 (Hu et al 2021b) RCl is reduced by an indirect mechanism (Jiao et al 2009) Shaking or stirring experimental vessels in batch studies accelerates mass transfer (Lee et al 2004) In field Fe 0 PRBs, diffusion controls all transport processes in the vicinity of Fe 0 (Hu et al 2021b) The Fe 0 amount for a PRB can be determined from the stoichiometry of the electrochemical reaction between Fe 0 and RCl (Sarr 2001) Non-reducible contaminants such as Zn 2+ (Njaramba et al 2021) and methylene blue (Konadu-Amoah et al 2022) have been quantitatively removed in Fe 0 /H 2 O systems Contaminants and O 2 are exclusively reduced by an indirect mechanism (Whitney 1903;Hu et al 2021b) The volumetric expansive nature of the corrosion process must be considered (Caré et al 2013;Domga et al 2015;Yang et al 2021;Tao et al 2022) 4. Because of the very low solubility of Fe II and Fe III species, iron oxides and hydroxides must precipitate close to the Fe 0 surface and cannot migrate far.…”
Section: Discussionmentioning
confidence: 99%
“…Assumptions for reductive transformation Counter-arguments against the reductive transformation concept RCl reduction is an electrochemical process (Matheson and Tratnyek 1994;Weber 1996) Oxide scale is a non-conductive barrier; thus, electron transfer is blocked RCl must diffuse across the oxide scale to the Fe 0 surface. This migration cannot be quantitative A fraction of electrons from Fe 0 is transferred to RCl (electron efficiency concept) (Liu et al 2013) No RCl can receive electrons from Fe 0 (Hu et al 2021b) RCl is reduced by an indirect mechanism (Jiao et al 2009) Shaking or stirring experimental vessels in batch studies accelerates mass transfer (Lee et al 2004) In field Fe 0 PRBs, diffusion controls all transport processes in the vicinity of Fe 0 (Hu et al 2021b) The Fe 0 amount for a PRB can be determined from the stoichiometry of the electrochemical reaction between Fe 0 and RCl (Sarr 2001) Non-reducible contaminants such as Zn 2+ (Njaramba et al 2021) and methylene blue (Konadu-Amoah et al 2022) have been quantitatively removed in Fe 0 /H 2 O systems Contaminants and O 2 are exclusively reduced by an indirect mechanism (Whitney 1903;Hu et al 2021b) The volumetric expansive nature of the corrosion process must be considered (Caré et al 2013;Domga et al 2015;Yang et al 2021;Tao et al 2022) 4. Because of the very low solubility of Fe II and Fe III species, iron oxides and hydroxides must precipitate close to the Fe 0 surface and cannot migrate far.…”
Section: Discussionmentioning
confidence: 99%
“…These applications have been discussed in earlier papers (Naseri et al, 2017;Antia, 2020, Huang et al, 2021a, thus, a detailed review is beyond the scope of the present paper. In summary, typical applications of Fe0-based remediation systems documented in literature include: i) decentralized safe drinking water provision in low-income settings (Huang et al, 2021b;Mueller et al, 2021), ii) industrial wastewater treatment systems (Li et al, 2019;Kulkarni et al, 2020), iii) recovery of heavy metals from industrial effluents (Vollprecht et al, 2018;Calabrò et al, 2021;Noubactep, 2021), iv) urban stormwater treatment (Rahman et al, 2013;Tian et al, 2019), v) treatment of drainage water from agroecosystems (Das et al, 2017;Lanet et al, 2021), vi) subsurface permeable reactive barriers (PRBs) for remediation of contaminated groundwater (Thakur et al, 2020;Njaramba et al, 2021, Wang et al, 2022, and vii) treatment of domestic wastewater (Wakatsuki et al, 1993;Latrach et al, 2018).…”
Section: The Chemistry Of the Fe0/h2o Systemmentioning
confidence: 99%
“…Permeability loss describes the time-dependent decrease of the hydraulic conductivity of Fe 0 -based filter (Caré et al, 2013, Domga et al, 2015, Cao et al, 2020, Antia, 2020, Njaramba et al, 2021. While considering Fe 0 as the reducing agent and corrosion by water as a side reaction, permeability loss has been mainly attributed to the precipitation of foreign species evolving for instance CO 3 2− or HCO 3− (Henderson and Demond 2007;Henderson and Demond, 2011;Santisukkasaem and Das, 2019).…”
Section: Permeability Lossmentioning
confidence: 99%
“…However, over the years, Fe 0 filters have been designed on a pragmatic basis, often without critical evaluation of the published works to enable the advancement of the technology [23][24][25][26][27][28][29][30][31]. Accordingly, although it was known before 1883 that Fe 0 filters clog because of cementation between gravel/sand and Fe 0 particles [3,19,32], the post-1990 research on Fe 0 filtration continued using pure Fe 0 beds (100% Fe 0 ) [33,34]. Moreover, pretreatment zones with up to 50% Fe 0 (w/w) were tested as oxygen scavengers [34][35][36].…”
Section: Introductionmentioning
confidence: 99%
“…Accordingly, although it was known before 1883 that Fe 0 filters clog because of cementation between gravel/sand and Fe 0 particles [3,19,32], the post-1990 research on Fe 0 filtration continued using pure Fe 0 beds (100% Fe 0 ) [33,34]. Moreover, pretreatment zones with up to 50% Fe 0 (w/w) were tested as oxygen scavengers [34][35][36]. This occurred despite the fact that, under field conditions, quantitative contaminant removal in a field Fe 0 reactive permeable reactive barrier containing only 22% Fe 0 (w/w) was reported [23,37,38].…”
Section: Introductionmentioning
confidence: 99%