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Geoderma
journal homepage: www.elsevier.com/locate/geoderma
Immobilization of Cr(VI) in soil through injection of nanoscale Fe
II
-Al
III
LDH
suspension into the soil column
Leila Alidokht
a
, Shahin Oustan
a,
⁎
, Alireza Khataee
b,c
, Mohammad R. Neyshabouri
a
,
Adel Reyhanitabar
a
a
Department of Soil Science, Faculty of Agriculture, University of Tabriz, 51666-16471 Tabriz, Iran
b
Research Laboratory of Advanced Water and Wastewater Treatment Processes, Department of Applied Chemistry, Faculty of Chemistry, University of Tabriz, 51666-
16471 Tabriz, Iran
c
Department of Materials Science and Nanotechnology Engineering, Faculty of Engineering, Near East University, 99138 Nicosia, TRNC, Mersin 10, Turkey
ARTICLE INFO
Editor Name: Yvan Capowiez.
Keywords:
Column study
Cr(VI)-contaminated soil
HYDRUS-1D model
Injection
Layered double hydroxide
Unsaturated column
ABSTRACT
We synthesized nanoscale Fe
II
-Al
III
layered double hydroxide (LDH) and investigated its efficiency for reductive
immobilization of Cr(VI) in a Cr-spiked alkaline loam soil using both batch and column experiments. Results of
batch experiments indicated that addition of fresh LDH suspension to the soil at a mole ratio of Cr(VI) to
structural Fe
II
in LDH [Fe
II
(s)
] = 0.2, completely immobilized Cr(VI). Column experiments, using same Cr(VI)/
Fe
II
(s)
ratio, were conducted under four various modes of LDH suspension application to the soil. Addition of LDH
suspension to the saturated and unsaturated packed soil columns at a pressure head of 2 cm was inefficient in
reducing Cr(VI) to Cr(III) because of shallow penetration of LDH particles into the soil. Injection of LDH sus-
pension into the soil columns greatly improved penetration of LDH particles into the soil. However, only 18.8%
of leachable Cr(VI) was immobilized in the saturated soil column, while the same operation in the unsaturated
column experiment increased Cr(VI) immobilization efficiency to 70.0%, a significant improvement in im-
mobilization. In summary, nanoscale Fe
II
-Al
III
LDH was shown to be a fast and strong reductant, which suc-
cessfully remediated a Cr(VI)- contaminated alkaline soil.
1. Introduction
Naturally, chromium (Cr) occurs as chromite (FeCr
2
O
4
), tarapacaite
(K
2
CrO
4
) or crocoite (PbCrO
4
) in ferromagnesian rocks. It may also
present as co-precipitated forms with oxide and hydroxides of other
metals (Al, Fe, and Mn) in soils (Burns and Burns, 1976). However, Cr is
a commonly recognized pollutant in soils and waters mainly due to its
widespread industrial applications. At a global scale, it has been esti-
mated that discharge of Cr in soil is 896 metric ton per year, which is
considerably higher than the international allowable value of
50–100 kg per year (Shahid et al., 2017).
Hexavalent Cr (Cr(VI)) oxyanions (e.g., HCrO
4
−
, CrO
4
2−
and
Cr
2
O
7
2−
) are weakly sorbed by soil components and very mobile into
groundwater. They are also strong oxidants (Eh = +1.38 V) that act as
acute allergen, carcinogen and mutagen to the human body. Trivalent
Cr (Cr(III)), in contrast to hexavalent form, is relatively nontoxic and
due to its strong adsorption on soil particles and/or precipitation as
sparingly soluble Cr(OH)
3
or mixed Cr(III)-Fe
III
(oxy)hydroxides, is
virtually immobile under alkaline to slightly acidic conditions (Shahid
et al., 2017). Hence, reduction of Cr(VI) to Cr(III) would notably sup-
press the mobility and toxicity of Cr in soils and waters (Marinho et al.,
2019). However, due to reoxidation of dissolved Cr(III) to Cr(VI) by
manganese oxides (Bartlett and James, 1979), conversion of produced
Cr(III) to insoluble products is essential to achieve success in a re-
mediation technique. Naturally, soils have a capacity for chemical and
biological reduction of Cr(VI) to Cr(III) (Bianco Prevot et al., 2018).
However, in highly contaminated soils with relatively high pH and low
organic matter content, the natural capacity of soil would not be suf-
ficient for immobilization of Cr(VI) and immediate remediation actions
should be taken.
Several researchers have reported the use of iron-based reductants,
including metallic iron nanoparticles (Alidokht et al., 2011), iron scrap
(Hoseini et al., 2015), dissolved ferrous iron (Fe
II
) as FeSO
4
(Zhang
et al., 2019), FeSO
4
/sodium dithionite mixture (Su and Ludwig, 2005),
ferrous sulfide (FeS) particles (Li et al., 2017) and Fe-bearing minerals
(Doğaroğlu and Kantar, 2016) for remediation of Cr(VI)-contaminated
soils and solid wastes. To date, most of these studies have been done
under batch systems. Furthermore, the high risk of Cr(VI) discharge
https://doi.org/10.1016/j.geoderma.2020.114648
Received 6 December 2019; Received in revised form 5 July 2020; Accepted 4 August 2020
⁎
Corresponding author.
E-mail address: oustan@hotmail.com (S. Oustan).
Geoderma 380 (2020) 114648
Available online 17 August 2020
0016-7061/ © 2020 Elsevier B.V. All rights reserved.
T