FeOOH as a naturally abundant, relatively low-cost and effective adsorbent have been gradually valued in wastewater field rich in arsenic pollution, which can make for environmental remediation. In this study, FeOOH samples included Gth1/Gth2 as goethite, Aka1/Aka2 as akaganéite, and Lep as lepidocrocite, were prepared and used as adsorbents, and adsorption kinetic and isotherm experiments of As(III) were analyzed. Meanwhile, the effects of pH, adsorbent content, arsenic initial concentration and electrolyte solutions on adsorption processes were also discussed in detail to study adsorption behaviors and mechanism. The results showed that As(III) could be effectively adsorbed on goethite, akaganéite and lepidocrocite, the adsorption equilibrium achieved after 24 h. When As(III) concentration ranged in 40 mg/L, the saturated adsorption amounts (mg/g) calculated by the Langmuir equation were 12.3 (Gth1), 7.50 (Gth2), 6.29 (Aka1), 23.4 (Aka2), and 17.7 (Lep). The increase of adsorbent and adsorbate levels was favorable to improve the adsorption capacities of As(III) within a certain range. Removal efficiency of As(III) with Na2SO4 and NaH2PO4 as electrolyte reduced by about 10% and 30%, respectively. Therefore, the appropriate parameters in the adsorption process for investigation were isomeric FeOOH of 1.0 g/L, pH 7.0 and NaNO3 as electrolyte. In simulated groundwater filter system initially with 200 μg/L of arsenic species at about pH 7.0, arsenic removal strength for five FeOOH adsorbents (0.8 g) was Aka2 > Aka1 and Gth1 > Lep and Gth2. Some differences were present in the infrared (IR) spectra of arsenic-loaded and original isomeric FeOOH. These outcomes could give the aim at seeking high efficient materials for the purification of arsenic contaminated groundwater and put out the suggestion.

  • Five isomeric FeOOH samples were used for arsenic removal.

  • The adsorption kinetic and isotherm experiments of As(III) were analyzed.

  • Akaganeite of Aka2 had the highest adsorption capacity to As(III).

Graphical Abstract

Graphical Abstract

The isomeric FeOOH has mainly three phases of α-, β- and γ-FeOOH. Among them, the α-FeOOH has been used in pigments, gas sensors and sources of magnetic materials (Sani et al. 2019). While β-FeOOH is usually used for functional building blocks for iron-deficient drugs, and anode materials for capacitors (Huang et al. 2021). The unstable γ-FeOOH phase can been used for mineral transformation, catalyst for Fenton reaction and the production of functional ceramics (Li et al. 2020a, 2020b). In environmental study fields, the isomeric FeOOH and the other iron (oxyhydr)oxides ubiquitously existing in both natural and engineered environments have great retention capacities of metal oxyanions such as arsenic oxyanions due to their high surface areas and reactivity (Shi et al. 2020). Arsenic removal has been a huge challenge since it threats to the freshwater resource quality and its oxyanions can generate enormous health and public concern. Arsenic (As) species has arsenate(V) and arsenite(III). Due to high mobility of As(III), it is 60 times more toxic and more difficult to remove than As(V) (Liu et al. 2021). Recently, the present situation of As removal has the key topics on nano-technological and biological process and current progress and future perspectives of possible mitigation options (Maity et al. 2021).

The sequestration of As(V) and As(III) by FeOOH is one of the most vital geochemical/chemical processes controlling their environmental fate, transport, and bioavailability (Shi et al. 2020). Biological processes for As removal from water and/or soil environment are effective and ecofriendly (Maity et al. 2021) and it can also be a feasible approach for the in-situ remediation of As-nitrate contaminated groundwater and surface waters with high concentrations of Fe(II) and Mn(II). In treatment of As-rich waters, the green and biologically-driven pathways to synthetize new nanostructured FeOOH filters (Casentini et al. 2019; Kim et al. 2022) and Fe-Mn oxides (Xiong et al. 2017; Cho et al. 2018; Yan et al. 2021; Hu et al. 2022) as effective, low cost and selective technology are always becoming more attractive. The other effective strategies by integrating nanotechnology, electrochemical processes of filtration (Liu et al. 2021), coagulation (Maldonado-Reyes et al. 2015; Bora & Dutta 2021), oxidation (Pervez et al. 2021a, 2021b; Peng et al. 2022), and membrane separation (Qiu et al. 2020; Wang et al. 2020) have been attended. During electrocatalytic As(III) oxidation into less toxic As(V) in aqueous bicarbonate solutions, three α-, β-, and γ-FeOOH polymorphs have specific complexation with bicarbonate under alkaline conditions, whereas the complexation disappears at pH 6.7 (Wang & Giammar 2015; Guo et al. 2019; Kim et al. 2021).

Isomeric α-, β-, and γ-FeOOH have always been considered as the selected adsorbents. Iron minerals of goethite (α-FeOOH) can load Sb of up to 3.14 wt% and As of 1.29 wt% (Jurkovic et al. 2019). A novel α-FeOOH modified wheat straw biochar (α-FeOOH@BC) material for removal of As(III) from aqueous solutions has its maximum adsorption capacity of 78.3 mg/g (Zhu et al. 2020). The prepared goethite impregnated graphene oxide (GO)-carbon nanotubes (CNTs) aerogel (α-FeOOH@GCA) shows excellent adsorption capacity of 56.43 mg/g for As(V) at the widely favorable application pH. The phosphate and silicate anions can compete with the arsenic species for active adsorption sites due to their similar anionic structure. Based on FTIR spectra, arsenic species are proven to form inner sphere complex on the surface of α-FeOOH@GCA through different ligand exchanging mechanism greatly dependent on the molecular structures of arsenic species (Fu et al. 2017). The maximum As(III) adsorption capacity on goethite quantum dots impregnated graphene oxide hybrids (α-FeOOH QDs@GO) is 147.4 mg/g, which is 2.52 and 4.60 times larger than those of β-FeOOH@GO and β-FeOOH, respectively. The arsenic adsorption mechanism on α-FeOOH QDs@GO reveals that hydroxyl and acetate ligand exchange are the main pathways for arsenic adsorption (Pervez et al. 2021a, 2021b).

The magnetic nanocomposite of β-FeOOH (74%) and Fe3O4 (26%) have the estimated maximum adsorption capacities for As(III) at pH 5 are about 9 mg/g, this eliminating the filtration step by applying a magnetic field (Cunha et al. 2019). A produced β-FeOOH@GO-COOH nanocomposite via carboxylic graphene oxide (GO-COOH) decorated with β-FeOOH provides high adsorption capacities of 77.5 mg/g for As(III) and 45.7 mg/g for As(V) within a wide range of pH 3–10, respectively. Adsorption efficiencies of 100% and 97% are achieved for five successive operation cycles for the removal of 100 mμg/L As(V) and As(III) in five fresh portions of aqueous solution (1.0 mL for each) with 3 mg nanocomposite (Chen et al. 2015). The prepared composite (FeOOH/CuO@WBC) has the maximum adsorption capacity of 76.1 mg/g at pH3.5 when As initial level is 150 mg/L (Liu et al. 2020). The polyacrylonitrile/ferric hydroxide (fiber) has the highest arsenic(III) adsorption capacity (11.31 mg/g) under the baseline conditions. The maximum adsorption capacity increases to 12.41 mg/g at about pH 9.0. After three adsorption cycles, the As(III) removal rate of each composite membrane reaches 90% (Luo et al. 2021).

In this work, the synthetic α, β, γ-FeOOH polymorphs (goethite, akaganéite, lepidocrocite) were used to remove As(III) from aqueous solutions and treat simulated As-polluted groundwater. The goal was to systematically investigate and compare adsorption behaviors and the maximum removal efficiency of As(III) on isomeric FeOOH by adsorption kinetic and isotherm studies. All adsorption experiments were conducted in batch conditions to obtain the effect of variable parameters such as the initial arsenic concentration and adsorbent dosage, and different pH and electrolyte solution. The results can expectantly provide theoretical proofs for investigation and extended application of adsorption materials in treatment of arsenic-polluted waters.

As(III) and A(V) adsorbate and mineral adsorbent solutions

In all experiments, the used reagents were analytical grade and commercially available. As(III) and As(V) adsorbate solutions were obtained from various diluents of Na3AsO3 and Na2AsO4 as mother solutions, respectively, and the solvent was deionized water. The identified isomeric α, β, γ-FeOOH minerals (including goethite of Gth1and Gth2, akaganéite of Aka1 and Aka2, and lepidocrocite of Lep in this work, see Figure S1 in Supplement were prepared chemically and used as adsorbents for As(III), and the concisely chemical synthesis methods were shown in Table 1 (Schwertmann & Cornell 2000; Xu et al. 2013).

Table 1

The relative conditions of chemical preparation methods for α, β, γ-FeOOH

SamplesReagents and contentsCorrelation (normality ratio)Time (days)Temperature (°C)Mineral products
Gth1 5M KOH and 1M Fe(NO3)3 OH/Fe3+ = 9 3 − 4 60 α-FeOOH 
Gth2 0.5M KOH and the mixed solution of 0.5M FeSO4 and 0.25M Fe2(SO4)3 Stirring until pH 8.0  25 α-FeOOH 
Aka1 0.1M FeCl3 Hydrolysis 2 − 3 60 β-FeOOH 
Aka2a ①1M NaOH and 1M FeCl3
②10M NaOH added into the former mixed solution 
①OH/Fe3+ = 0.75
②OH/Fe3+ = 0.95
Hydrolysis 
①2
②6 − 7 
①25
②60 
β-FeOOH 
Lep 0.2M FeCl2 and 0.5M NaOH Ferrous oxidation by sufficient oxygen at about pH 6.8  25 γ-FeOOH 
SamplesReagents and contentsCorrelation (normality ratio)Time (days)Temperature (°C)Mineral products
Gth1 5M KOH and 1M Fe(NO3)3 OH/Fe3+ = 9 3 − 4 60 α-FeOOH 
Gth2 0.5M KOH and the mixed solution of 0.5M FeSO4 and 0.25M Fe2(SO4)3 Stirring until pH 8.0  25 α-FeOOH 
Aka1 0.1M FeCl3 Hydrolysis 2 − 3 60 β-FeOOH 
Aka2a ①1M NaOH and 1M FeCl3
②10M NaOH added into the former mixed solution 
①OH/Fe3+ = 0.75
②OH/Fe3+ = 0.95
Hydrolysis 
①2
②6 − 7 
①25
②60 
β-FeOOH 
Lep 0.2M FeCl2 and 0.5M NaOH Ferrous oxidation by sufficient oxygen at about pH 6.8  25 γ-FeOOH 

aThe numbers of ① and ② replace the two processes for Aka2 preparation.

These adsorbent samples of 0.1 g mixed in electrolyte solutions resulted in the aimed adsorbent solutions. The pH of the mixed reaction solution was adjusted to 7.0 by adding a certain amount of acid/base (HNO3/NaOH) solutions corresponding to the electrolyte (0.1 M NaNO3 solution). All adsorption experiments were conducted in triplicate.

Adsorption kinetic and isotherm experiments

For the kinetic experiments on As(III) adsorption by goethite, akaganéite and lepidocrocite, 0.02 g adsorbent samples (Aka1, Aka2, Gth1, Gth2, and Lep, their content was 1.0 g/L) were added into a background electrolyte of 0.01M NaNO3 in 50-mL polyethylene centrifuge tubes. The resulting adsorbent mixtures were adjusted to the constant pH of 7.0 and then mixed with Na3AsO3 mother solutions and the total volume of the mixed reaction solutions was 20 mL. In the above reaction mixtures, the initial As(III) concentration was selected as 20 mg/L, which mainly resulted from the case that the adsorption was fast to reach equilibrium at the lower levels of initial arsenic, while slow at the higher levels (Amrani et al. 2020). The centrifuge tubes were shaken at 180 rpm and 28 °C. Some reaction solutions were extracted out at different time intervals (i.e. 2, 5, 10, 20, 40, 60, 120, 240, 480, 720, 1,080 and 1,440 min) and filtrated through a 0.45 μm filter membrane for examination of the residual As(III).

Further, for the experiments on the adsorption isotherm, the arsenic initial concentration was varied (2, 4, 8, 10, 15, 20, 30 and 40 mg/L) and other conditions were kept the same as the kinetic experiment. All mixed solutions were shaken for 24 h until adsorption equilibrium, and then filtered and measured for arsenic concentration in supernatant.

The concentrations of collected and pretreated As(III) solution samples were determined by atomic fluorescence spectroscopy (AFS). The adsorption capacity Qe (mg/g) and percent removal R (%) in the above referred experiments could be calculated by the following Equations (1) and (2):
(1)
(2)
where C0 (mg/L) and Ce (mg/L) are the initial and equilibrium concentrations of As(III), respectively, V (L) is the volume of As(III) solution and m (g) is the mass of adsorbent.

Experiments on influences of some parameters on As(III) adsorptions

In this section, the dependent effect of four parameters on As(III) adsorption by goethite, akaganéite and lepidocrocite was studied using variable-controlling approach. For the effect of initial As(III) concentration (or adsorbent content), there was a series of designed data of 10, 20, and 30 mg/L (or 0.25, 0.50, 1.0 and 2.5 g/L) and then for the effect of pH, its values ranged from 3.0 to 12.0. Further to explore the effect of different electrolytes, the selected electrolytes were NaNO3, NaCl, Na2SO4, Na2CO3 and NaH2PO4 and their ion strengths were designed as 0.001, 0.01 and 0.1 mol/L. In these experiments, the other reaction conditions were the same as those given in the isotherm adsorption.

Column experiments

Column experiments were carried out in a small glass columns (400 mm of height) with a layer of sand core (100 mesh opening size) in their bottom to prevent the sorbent discharged from the beds into the sampling tubes. There was a 100 mm depth for the fixed bed composed with 5 mm (depth/height) glass wool at its outlet end and then about 0.8 g of FeOOH adsorbent and the simulated groundwater with 200 μg/L arsenic species as the feeding solution in the test column. The simulated groundwater (about pH 7.0) contained components (mg/L) K+ (300), Na+ (371), Cl (273), NO32− (200), SO42− (300), CO32− (200), SiO32− (5), H2PO4 (0.1) and HA (1) (Kim et al. 2022). A peristaltic pump (BT-200B, Shanghai Qingpu analytical instrument Co., China) was used to feed the aqueous solution into the packed FeOOH adsorbent at a constant flow rate of 4 mL/min. All column experiments were repeated twice.

Methods for analysis and characterization

The surface structure and bonding groups of adsorbent samples were determined by Nicolet 740 Fourier transform infrared spectrometer (FTIR), which is equipped with KBr spectroscopy and DTGS detector, at test background value of 400 mg KBr and a resolution of 4 cm−1. Changes of elements and binding energies were detected by X-ray photoelectron spectroscopy (XPS, Escalab250Xi, Thermo, USA). The concentrations of As(III) in the mixed reaction solutions were determined by atomic fluorescence spectroscopy (AFS) and the inductively coupled plasma spectrometer (ICP).

Adsorption kinetics

The adsorption kinetics curves showed that the adsorption increased with the increase of contact time in Figure 1(a). The kinetic data illustrated that removal capacity of As(III) had reached 50% in the first 10 min and then exceeded 80% after the second 10 min and approached the maximum (mg/g) of about 7 (Gth1), 6 (Gth2), 5 (Aka1), 12 (Aka2) and 6 (Lep) after 24 h when As(III) adsorption had basically reached the adsorption equilibrium. Thus, subsequent adsorption experiments were conducted for 24 h.
Figure 1

Adsorption kinetics of As(III) and for isomeric FeOOH at pH 7.0 (a) and the pseudo-second-order plots of FeOOH adsorption data (b).

Figure 1

Adsorption kinetics of As(III) and for isomeric FeOOH at pH 7.0 (a) and the pseudo-second-order plots of FeOOH adsorption data (b).

Close modal

By contrast adsorption capacity of five adsorbent samples for As(III), we could markedly observe that Aka2 was the strongest, Gth1, Gth2 and Lep was similar, while Aka1 was the weakest. It was obvious that the adsorption increased rapidly and mainly focused on the first 20 min, which might be due to the excellent surface activities of adsorbents (Wang et al. 2016). Followed by the slow adsorption stage, As(III) ions might enter into the inner structure of the isomeric FeOOH until saturation.

The adsorption process of As(III) on isomeric FeOOH was fitted using Lagergren pseudo-second-order rate Equations (3) and (4). The fitting results were shown in Table 2.
(3)
(4)
where Qt and Qe (mg/g) are adsorption capacities of As(III) on FeOOH at time t (min) and equilibrium, respectively. C0 (mg/L) is initial concentration of As(III), and Ct (mg/L) is the concentration at time t (min). k is the rate constant of pseudo-second-order adsorption, v (L) is volume of solution and m (g) is the weight of FeOOH used.
Table 2

Parameters and regression coefficients for the equilibrium models of As(III) adsorption kinetics by isomeric FeOOH at pH 7.0

Name of adsorbentLagergren pseudo-second-order rate model
ν0 mg/(mL·min)Qe mg/gk g/(mg·min)R2
Gth1 0.138 6.79 0.0030 0.999 
Gth2 0.144 6.23 0.0037 0.999 
Aka1 0.212 5.02 0.0084 0.999 
Aka2 0.595 12.2 0.0040 0.999 
Lep 0.299 5.97 0.0084 0.999 
Name of adsorbentLagergren pseudo-second-order rate model
ν0 mg/(mL·min)Qe mg/gk g/(mg·min)R2
Gth1 0.138 6.79 0.0030 0.999 
Gth2 0.144 6.23 0.0037 0.999 
Aka1 0.212 5.02 0.0084 0.999 
Aka2 0.595 12.2 0.0040 0.999 
Lep 0.299 5.97 0.0084 0.999 

The pseudo-second-order rate equation can describe the kinetic adsorption of As(III) by isomeric FeOOH as shown in Figure 1(b) and Table 2. The experimental data agreed well with the fitted equation and all correlation coefficients reached 0.999. The saturated adsorption capacities of As(III) by Gth1, Gth2, Aka1, Aka2 and Lep were 6.79, 6.23, 5.02, 12.2 and 5.97 mg/g, respectively. Therefore, the adsorptions of As(III) by FeOOH were pseudo-second-order reactions since the measured values were close to the theoretical values.

Adsorption isotherm

Results of the isothermal adsorptions were illustrated in Figure 2(a). It could be seen that the adsorption capacities of isomer FeOOH samples rose with the increase of As(III) concentration in the range of 0–40 mg/L, almost linearly. Among them, the isothermal slope of Aka2 was the largest, which was in agreement with the analysis of adsorption kinetics. To analyze the adsorption process and understand how the adsorbate molecules distribute in solid/liquid two-phase until adsorption equilibrium, the Langmuir and Freundlich models were tested to obtain the maximum adsorption capacities of arsenic by isomeric FeOOH. It can be expressed as Equations (5) and (6),
(5)
(6)
where Ce (mg/L) is the equilibrium concentration of As(III), Qe (mg/g) is the adsorption capacity at equilibrium, Qm (mg/g) is the theoretical maximum adsorption capacity. KL (L/mg) is the Langmuir adsorption equilibrium constant related to the adsorption energy and KF is indicative of adsorption capacity, defined as distribution coefficient or Freundlich isotherm equilibrium constant (the higher KF value, the larger adsorption capacity). n indicates adsorption intensity parameter and can evaluate whether the adsorption process is favorable (the higher n value represents the stronger affinity of adsorbent and adsorbate, in general larger than 1).
Figure 2

Adsorption isotherms for isomeric FeOOH at pH 7.0 (a), Langmuir fitting curves (b), and Freundlich fitting curves (c).

Figure 2

Adsorption isotherms for isomeric FeOOH at pH 7.0 (a), Langmuir fitting curves (b), and Freundlich fitting curves (c).

Close modal

It could be seen from Figure 2(b) and 2(c) and Table 3 that the experimental data were fitted to both Langmuir and Freundlich equations for As(III) adsorption by isomeric FeOOH. According to the fitting results, the maximum adsorption capacities of As(III) on Gth1, Gth2, Aka1, Aka2 and Lep calculated by the Langmuir equation were 12.3, 7.50, 6.29, 23.4 and 17.7 mg/g, respectively. Obviously, their adsorption capacities were arranged in declining order of Aka2 > Lep > Gth1 > Gth2 > Aka1.

Table 3

Parameters and regression coefficients for the equilibrium models of As(III) adsorption isotherm by isomeric FeOOH at pH 7.0

Name of adsorbentLangmuir constants
Freundlich constants
Qm (mg/g)KL (L/mg)KFn
Gth1 0.973 12.3 0.048 0.993 0.538 1.11 
Gth2 0.952 7.50 0.084 0.978 0.570 1.25 
Aka1 0.961 6.29 0.063 0.982 0.348 1.15 
Aka2 0.980 23.4 0.068 0.995 1.442 1.14 
Lep 0.990 17.7 0.024 0.997 0.398 1.05 
Name of adsorbentLangmuir constants
Freundlich constants
Qm (mg/g)KL (L/mg)KFn
Gth1 0.973 12.3 0.048 0.993 0.538 1.11 
Gth2 0.952 7.50 0.084 0.978 0.570 1.25 
Aka1 0.961 6.29 0.063 0.982 0.348 1.15 
Aka2 0.980 23.4 0.068 0.995 1.442 1.14 
Lep 0.990 17.7 0.024 0.997 0.398 1.05 

Effect of As(III) concentration and adsorbent content

Under different isomeric FeOOH content, Figure 3(a) showed variation in their As(III) adsorption capacities, which could evaluate the removal efficiency of adsorbent. The adsorption capacity of As(III) by FeOOH samples increased gradually until adsorption equilibrium with the increase of adsorbent content. This could be attributed to more OH groups in the tunnel structure of the adsorbents as active adsorption sites (Maity et al. 2021). That was just 0.02 g of the adsorbent selected as the optimal dosage in the conducted experiments, based on the comprehensive consideration of economy and practicality.
Figure 3

Adsorption amounts of As(III) by FeOOH at various sorbent contents (a, As(III) concentration of 20 mg/L) and at various adsorbate concentrations (b, adsorbent of 1.0 g/L) at pH7.0.

Figure 3

Adsorption amounts of As(III) by FeOOH at various sorbent contents (a, As(III) concentration of 20 mg/L) and at various adsorbate concentrations (b, adsorbent of 1.0 g/L) at pH7.0.

Close modal

In Figure 3(b), it clearly exhibited that the adsorption capacity of As(III) on samples (Gth1/Gth2, Aka1/Aka2 and Lep) increased with the increase of arsenic concentration. When the concentration of As(III) in aqueous solutions was 30 mg/L, the adsorption capacities were about two times higher than those (10 mg-As(III)/L). This could be connected with the higher specific surface area of the adsorbents and their enough active sites (Samanta et al. 2018).

Effect of solution pH value

The pH for As(III) adsorption process tended to play an important role and control the adsorption behavior and capacity due to its influence on the ionic form of heavy metals and properties of adsorbents (Shi et al. 2020). Effect of the different pH values from 3.0 to 12.0 and the results were drawn in Figure 4(a). For the removal efficiencies of As(III), Aka2 sample was the largest, while Gth1, Gth2, Aka1 and Lep samples were similar. When pH increased from 3.0 to 7.0, the adsorption capacities of these isomeric FeOOH were roughly increased, except for lepidocrocite. However, the removal amounts of arsenic displayed a gradual decrease above pH 7.0. In other words, the removal efficiencies of As(III) on α-, β-, γ-FeOOH samples were better in acid and neutral pH values than in alkaline range in which As(III) removal efficiencies for all FeOOH samples emerged decreasing trends. Therefore, the optimum pH value was chosen as 7.0 for As(III) adsorption by isomeric FeOOH in the related experiments.
Figure 4

Adsorption amounts of As(III) by isomeric FeOOH under the different solution pH values (a) and Zeta potentials for FeOOH adsorbents (b), Zhang et al. 2019.

Figure 4

Adsorption amounts of As(III) by isomeric FeOOH under the different solution pH values (a) and Zeta potentials for FeOOH adsorbents (b), Zhang et al. 2019.

Close modal
Generally, the surface charges of FeOOH iron minerals became more negative as the pH increased, and when pH value was higher than zero charge (Figure 4(b)), the surface changes of adsorbents in negatively charged forms were not conducive to the presence of anions in solutions. The mechanisms of the adsorption process of As(III) on isomeric FeOOH might be due to the ionic interactions in solutions. The pH likely influenced the anionic nature and natural pH was the optimal adsorption of As(III) (Wang et al. 2016). The OH in solutions at higher pH exceeded a certain range and might cause the electrical repulsion force between As(III) anions and FeOOH surface and induced the poor effectiveness of As(III) removal (Wu et al. 2013). In brief, the uptake of As(III) on goethite, akaganéite and lepdocrocite reduced with the increase of pH, which could be mainly linked to the protonation of hydroxyl on FeOOH surface and hydrolysis of oxygen-containing groups of arsenic (Shi et al. 2020). In this study, when solution acidity was high (pH of down 7, see Figure S2), As(III) was mainly in the form of H3AsO3. With the increase of alkaline solution pH, the amount of H2AsO3 gradually increased and it became the main arsenite specie at pH more than 9 (see Figure S2(c)). In addition, FeOOH surface with positive charges only at pH 3–4, due to their pHpzc was at pH 4.0. Therefore, at pH ranging in 3–4, 4–7 and more than 7, there were the main reactions of only electrostatic adsorption (7) and ion exchange (8) accompanying ionization of H3AsO3, and both (8) and (9) anion exchange occurrence in solutions, respectively (Wang et al. 2020).
(7)
(8)
(9)

Obviously, the properties of surface acid sites (including type, concentration, and strength) play an important role in the activity of FeOOH adsorbents. However, the pHpzc (the pH for the point of zero charge) is corresponding to the whole crystal in the FeOOH system, while the adsorption process is a microcosmic process mainly between arsenic and surface of materials (Wei et al. 2016). It is because the adsorption and photocatalytic activity of metal (hydro)oxides (such as FeOOH and TiO2) largely depend on its surface atomic structure and the degree of exposed reactive crystal facets (Yan et al. 2016; Fu et al. 2017).

Effect of electrolyte solutions

Electrolyte anions presented in the solution, whose molecular structures are similar to that of As(III) ions, may interfere with the uptake of As(III) through competitive adsorption, which in turn may be decided by the chemical affinity, ionic strength, charge and size (Raul et al. 2014). Figure 5 exhibited the effect of NO3, Cl, SO42−, CO32− and H2PO4 on adsorption by isomeric FeOOH. It could be obviously observed that Cl, SO42−, CO32− and H2PO4 had influence in varying degrees, among which NO3, Cl and CO32− had relatively less effect. But the removal efficiency of As(III) with Na2SO4 and NaH2PO4 as electrolyte reduced by about 10% and 30%, respectively. It was because FeOOH had high adsorption selectivity for SO42− and H2PO4, and these anions had side-effects on the As(III) removal through competitive adsorption on the mineral surfaces (Wang et al. 2016; Shi et al. 2020). Sun et al. also investigated that the competitive anions hindered the adsorption mostly in phosphate and sulfate (Fu et al. 2017; Malik et al. 2020). To some extent, the adsorption capacities of FeOOH for arsenic would be inhibited owing to the presence of the above anions, among which H2PO4 showed the most significantly interfering effect, followed by SO42−.
Figure 5

Adsorption amounts of As(III) by isomeric FeOOH in the electrolyte solutions with various strengths (mol/L) of 0.001 (a), 0.01 (b) and 0.1 (c).

Figure 5

Adsorption amounts of As(III) by isomeric FeOOH in the electrolyte solutions with various strengths (mol/L) of 0.001 (a), 0.01 (b) and 0.1 (c).

Close modal

Results on simulated As-polluted groundwater filter system

The column adsorption study was performed in the filter system (Figure 6) composed by simulated arsenic-containing groundwater initially with pH 7.0 ± 0.3 and the packed FeOOH adsorbent, according to the referred methods in literatures (Hao et al. 2015; Bakshi et al. 2018). The breakthrough curves were shown in Figure 7. In this system, only As(III), As(V), and As (the mixture of the two arsenic species both at 100 μg/L) were provided as the influents at 200 μg/L, respectively. The flow rates were 4 mL/min, and the lengths of fixed beds were 280 mm. The breakthrough point (As concentrations just at 10 μg/L) for sample Gth2 appeared at about 30 mL, while those for Gth1, Aka1 and Lep were about 70–75 mL. The As(III) concentrations in the effluents of the bed with Gth1, Aka1 and Lep increased rapidly after the breakthrough. Aka2 broke through fairly later (at 90–95 mL) in the whole systems. For the removals of As(V) and total As, there were the breakthrough points (mL) at 20 and 40 (Gth2/Lep), 30 and 50 (Gth1/Aka1), and 40 and 60 (Aka2). Under the same column adsorption conditions, the adsorption capacity of Aka2 was the best, and its ability of As removal was also the strongest, which was consistent with the results of batch experiments.
Figure 6

Schematic diagram of the simulated arsenic-polluted groundwater filter system.

Figure 6

Schematic diagram of the simulated arsenic-polluted groundwater filter system.

Close modal
Figure 7

Breakthrough curves for removals of As(III) (a), As(V) (b), and As (c) by FeOOH in the simulated groundwater. (100 mL of As solutions with 200 μg/L and 0.8 g of adsorbents, fixed bed length of about 280 cm, and flow rate of 4 mL/min).

Figure 7

Breakthrough curves for removals of As(III) (a), As(V) (b), and As (c) by FeOOH in the simulated groundwater. (100 mL of As solutions with 200 μg/L and 0.8 g of adsorbents, fixed bed length of about 280 cm, and flow rate of 4 mL/min).

Close modal

Mechanism analysis for isomeric FeOOH adsorbents

In order to understand structural changes of isomeric FeOOH before and after As(III) and As(V) adsorption, their FTIR spectra were presented in Figure 8. In As(III)-containing aqueous solution systems, the spectra in Figure 8(b) for the spent FeOOH compared with those (Figure 8(c)) for original FeOOH, there was little change for α-FeOOH (Gth1/Gth2) and γ-FeOOH (Lep), only β-FeOOH (Aka1/Aka2) appeared a new peak at 814, 699, and 627 cm−1 replacing the original 859 and 671 cm−1. This could be a reason that arsenite form innersphere complexes by chemical adsorptions on hydroxyl groups at surface sites of isomeric FeOOH (Fu et al. 2017; Ge et al. 2017). For the spent FeOOH from the simulated groundwater system with the mixed As(III) and As(V), there were the similar results and β-FeOOH (Aka1/Aka2) appeared at a new peak at 819 and 686 cm−1 in Figure 8(a) replacing those (859 and 671 cm−1, in Figure 8(c)) for their original products. For three spent β-FeOOH in the two systems, there were a peak of As–O–Fe at about 1,360 cm−1 for As(III). In addition, three spectra for As(III)-, As(V)- and As-loaded lep (γ-FeOOH) had little deference. Generally, the surface structure groups of α-, β-, γ-FeOOH such as –OH and Fe-O, would have a significant impact on the physical and chemical properties of α-, β-, γ-FeOOH adsorbents, which induced changes of their environmental functions (Moreira et al. 2017).
Figure 8

FTIR spectra for some As-load FeOOH from simulated groundwater with the mixed As (a, also containing the two controls for Lep as respective to analyze) and As(III)-load FeOOH from aqueous solutions (b) and original FeOOH (c).

Figure 8

FTIR spectra for some As-load FeOOH from simulated groundwater with the mixed As (a, also containing the two controls for Lep as respective to analyze) and As(III)-load FeOOH from aqueous solutions (b) and original FeOOH (c).

Close modal

In summary, the IR results show that the arsenic species interacted with α-, β-, γ-FeOOH by forming the sphere complex. The band (at about 1,600 cm−1) assigned to −OH deformation vibration of Fe − OH obviously weakens. This indicates the surface hydroxyl groups substituted by adsorbed arsenite. At the same, there are several new peaks at 620 − 900 cm−1 after arsenic uptake, resulting from synergistic effects based on symmetric and asymmetric stretching vibrations of the As − O bond in the As − O − Fe linkage. Obviously, there is the surface complexation of arsenic species on FeOOH adsorbents, since arsenite can form innersphere complexes by chemical adsorptions on hydroxyl groups at surface sites of isomeric FeOOH (Fu et al. 2017). It is also documented that As(III)/As(V) species might be reasonably attributed to the formation of As − O − Fe chemical bonds and the replacement of M − OH radicals by arsenic species (Ge et al. 2017). If solution pH is down the point of zero charge, the outer-sphere complexes could occur due to electrostatic interactions of arsenite with Fe-OH2+ groups (Kim et al. 2021).

In addition, the extra peaks (As 3d) occurred in the XPS spectra for the spent FeOOH in Figure 9(a), compared with those spectra for original FeOOH in Figure 9(b), except for the peaks for Fe (2p), Fe (3p), and O (1s) elements (see Figure S3). It showed the peaks (As 3d) occurred at about 44–46.1 eV in their high-resolution XPS spectra for all As-loaded FeOOH and only As(III)- or As(V)-loaded Lep as an example in Figure 9(c)–9(i). There were 50% As(III) and 50% As(V) for their peaks of (As 3d), except for 42% As(III) and 58% As(V) for that of Gth1. These results on a combined spectra showed both As(V) 3d and As(III) 3d peaks were observed for five As-adsorbed FeOOH in Figure 9(c)–9(g). The same case were determined for three arsenic-loaded lepidocrocite (γ-FeOOH) in Figure 9(g)–9(i). This could exhibit a transformation between As(V) and As(III) species by γ-FeOOH during filtration (Li et al. 2020a, 2020b). In summary, a mechanism frame could be derived for arsenic removal in the simulated As-polluted groundwater filter system as shown in Figure 10.
Figure 9

XPS spectra for As-loaded FeOOH (a) and original FeOOH (b), and the high-resolution XPS spectra of As 3d peaks for FeOOH (c–i), respectively.

Figure 9

XPS spectra for As-loaded FeOOH (a) and original FeOOH (b), and the high-resolution XPS spectra of As 3d peaks for FeOOH (c–i), respectively.

Close modal
Figure 10

Mechanism for arsenic removal in the simulated arsenic-polluted groundwater filter system.

Figure 10

Mechanism for arsenic removal in the simulated arsenic-polluted groundwater filter system.

Close modal

The isomeric FeOOH samples (Gth1/Gth2 as goethite, Aka1/Aka2 as akaganéite and Lep as lepidocrocite) might be used as effective adsorbents for arsenic removal. The adsorption equilibrium achieved after 24 h and the isothermal saturated adsorption amount calculated by the Langmuir equation were 12.3 mg/g (Gth1), 7.50 mg/g (Gth2), 6.29 mg/g (Aka1), 23.4 mg/g (Aka2), and 17.7 mg/g (Lep). Both Freundlich and Langmuir models were applicable for the description of isothermal adsorption process, while Lagergren pseudo-second-order rate model was better fitted to kinetic experimental data. Additionally, adsorption efficiency was influenced by various factors such as solution pH, initial FeOOH content, arsenic concentration and electrolyte solutions. The increase of adsorbate concentration or adsorbent content was favorable to improve the adsorption capacity of As(III) within a certain range. And the inhibition of anions on the adsorption of As(III) by the isomeric FeOOH was H2PO4 > SO42− > Cl, CO32− and NO3. Herein, there were the appropriate parameters of pH 7.0, 1.0 g/L dosage of isomeric FeOOH and NaNO3 as electrolyte solution in the adsorption process. In the filter system with simulated arsenic-containing groundwater at about pH 7.0, the strength of As removal abilities for FeOOH was Aka2, and then Aka1/Gth1, and finally Gth2/Lep. Comparing IR spectra, there were some differences in the original and As(III)-loaded isomeric FeOOH. These results could provide reference evidence in treatment of As(III)-polluted waters.

The authors acknowledge the National Natural Science Foundation of China (no. 41472034) and the Natural Science Foundation of Jiangsu Province (SBK20191444) supporting the present study.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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Supplementary data