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Arsenic Removal from Groundwater Using Recycled Iron Nanoparticles: Development and Evaluation of a Low-Cost Filter for Rural Communities

Juan Simón Torres Espada¹*, Yrene Romina Lazcano Cruz²

1Faculty of Engineering FICAM, Universidad Mayor, Real y Pontificia de San Francisco Xavier de Chuquisaca, Bolivia

*Corresponding author: Juan Simón Torres Espada, Faculty of Engineering FICAM, Universidad Mayor, Real y Pontificia de San Francisco Xavier de Chuquisaca, Bolivia.

Received: 25 November 2025; Accepted: 11 December 2025; Published: 17 December 2025

Article Information

Citation:

Juan Simón Torres Espada, Yrene Romina Lazcano Cruz. Arsenic Removal from Groundwater Using Recycled Iron Nanoparticles: Development and Evaluation of a Low-Cost Filter for Rural Communities. Journal of Nanotechnology Research. 7 (2025): 27-33.

DOI: 10.26502/jnr.2688-85210049

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Abstract

The presence of geogenic arsenic in groundwater poses a serious threat to public health in regions such as the Lake Poopó basin in Oruro, Bolivia. This study developed and evaluated a low-cost experimental filter using metallic iron (Fe0) and iron oxide (Fe3O4) nanoparticles obtained from recycled iron shavings using top-down and bottom-up filtration technologies. The nanoparticles were integrated into a homemade filtration system along with readily available materials such as sand, charcoal, and ground brick. Kinetic and adsorption tests were performed under controlled conditions, achieving arsenic removal rates exceeding 97% with Fe0 nanoparticles and 91% with Fe3O4. These results best fit the Freundlich isotherm model and second-order kinetics, which describe the arsenate adsorption behavior on both nanoparticles. The filter proved effective for up to 13 consecutive treatment cycles, reducing arsenic concentrations to levels ≤ 0.01 mg/L. This approach represents a sustainable, economical, and technically viable alternative for rural communities affected by this contaminant.

Keywords

Arsenic; Iron nanoparticles; Iron oxide; Groundwater; Lowcost filter; Adsorption

Arsenic articles; Iron nanoparticles articles; Iron oxide articles; Groundwater articles; Low-cost filter articles; Adsorption articles

Article Details

Introduction

Arsenic is an inorganic contaminant naturally present in aquifers of volcanic origin, especially in Andean regions. In Bolivia, its presence in groundwater has been little studied, despite representing a significant health risk. The World Health Organization (WHO) establishes a maximum limit of 10 µg/L for arsenic in drinking water. However, concentrations of up to 112 µg/L have been detected in the community of San Agustín de Puñaca. In groundwater bodies, arsenic is found as hydrogen arsenate and arsenic acid, which, under oxidizing or reducing conditions, can release As +5 or As +3 ions, respectively. The availability and transport of these compounds in the environment are mainly determined by the pH of the groundwater and by interaction with soil minerals through adsorption and desorption processes. In this context, an experimental filter based on recycled nanomaterials was developed as an accessible and effective solution for arsenic removal. The behavior of Fe0 and Fe3O4 nanoparticles was evaluated using kinetic models and adsorption and equilibrium isotherms for arsenic removal in groundwater samples, allowing the determination of whether the mechanism corresponded to physisorption or chemisorption.

Materials and Methods

Water samples were collected at five sampling points. Analyses included pH, conductivity, turbidity, and anions. (Bicarbonates, phosphate, nitrates, sulfates), cations (silicon, iron), and total arsenic. To determine the initial arsenic concentration, Atomic Absorption Spectrophotometry (AA500) was used. Samples were microfiltered through a 0.45 μm membrane (Hawach Scientific) using a vacuum pump and then acidified with 2–3 drops of 1% (w/v) HNO3 ( trace metal grade). All samples were stored at low temperature (4°C). Arsenic concentrations were measured using an Atomic Absorption Spectrophotometer to assess the filter's adsorption efficiency.

Metallic iron (Fe0) and iron oxide (Fe3O4) nanoparticles were synthesized from iron shavings using top-down and bottom-up physical and chemical methods. (Torres Espada, 2020) The resulting particles ranged in size from 20–200 nm. The filter consisted of a 5 × 20.6.cm PVC column with 12 layers of filter materials: Fe0 and Fe3O4 nanoparticles, sand, charcoal, and ground brick. (TorresEscalera, 2024) The downward flow was gravity-fed at 0.16 L/h.
Batch tests were performed with different concentrations of nanoparticles (10–100 mg), contact times (10–240 min), pH of the natural water solution and 250 RPM. To determine the percentage of arsenic removal. To study the adsorption kinetics of arsenate on metallic iron and iron oxide particles, jar tests were performed at 250 RPM for predetermined intervals (10, 20, 30, 60, 120 and 240 min) during stirring, using 10 and 100 mg of nanoparticles at a pH of 7.86. The best-fitting isothermal and kinetic models were determined according to the coefficient of determination (R 2 value).

Finally, for the isotherm study, experiments were conducted with an initial arsenate concentration of 112 µg/L, using a dosage of 10–100 mg for both nanoparticles at 250 RPM for different times (10, 20, 30, and 60 min). An aliquot was taken from each batch and filtered for arsenic concentration analysis of the filtrate. Several fitting models (Langmuir, Freundlich, and Dubinin) were tested to find the best fit between the experimental data and the theoretical behavior.

Results

Table 1 shows the results of the physical and chemical parameters of the well located in the community of San Agustín de Puñaca, northeast of Lake Poopó, in the department of Oruro. The water quality meets the Bolivian standard NB 512 for drinking water, except for the arsenic content. The arsenic content is 112 μg-As/L, significantly higher than the limit established by the Bolivian standard NB 512 of 10 μg-As/L. The contents of competitive anions—sulfates, nitrates, chlorides, and phosphates—are relatively low, with the exception of silicates.

Parameters

Units

Analytical Method

Results

Permissible limit NB 512

pH

SM 4500-H / 1992 Potentiometric

7.86

6.5-9.0

Temperature

°C

SM 2550/1992

18.8

-

Electrical Conductivity

mS/cm

SM 2510 / 1992 Conductimetric

970

1500

Potential

mV

Potentiometric

98

-

Oxidation-Reduction

Turbidity

NTU

2130-B-SM Turbidimeter

3.19

5

Alkalinity

mg/L

ASTM D 1057-02

150

370

Bicarbonates

mg/L

ASTM D 3875-03

94

370

Chlorides

mg/L

SM 3030-F / 1992

0.45

250

Sulfates

mg/L

ASTM D 516-02

103.1

400

Nitrates

mg/L

DIN 38405 T10 mod.

7.05

45

Phosphates

mg/L

Photometric

0.2

-

Silicates

mg/L

ASTM D 859-05

22.77

-

Iron

mg/L

ASTM D 1068-05A

<0.018

0.3

Arsenic

mg/L

SM 3030-F / 1992 EAA

0.12

0.01

Table 1: Physical-chemical characterization of the San Agustin de Puñaca community.

Arsenic speciation in groundwater was determined by analyzing the redox potential (Eh) versus pH diagram, which established that under oxidative conditions it has an Eh of 98 mV and a natural pH of 7.86 (Figure 1). Arsenate As + 5 is the dominant species, having an anionic product of HAsO42- , which favors its removal through adsorption processes, since it is negatively charged. Neutral H3AsO3 at natural pH values (between 6 and 9) is not easily removed. Since arsenic is present as HAsO 4 2-, it is not necessary to increase the oxidation-reduction potential, Eh, of the contaminated well by aeration, or by the use of chemical reagents to modify the pH, since if the pH is decreased, arsenite As +3 will be present as the dominant species, being more toxic, which explains a lower efficiency in arsenic removal systems.

fortune-biomass-feedstock

Figure 1: Speciation of arsenic in groundwater.

The filter reduced arsenic to 0.007 mg/L in 13 filtration cycles of 10 L, complying with Bolivian standard NB512 and WHO guidelines. Figure 2 shows the physicochemical characterization of the groundwater sample from the community of San Agustin de Puñaca after filtration, reducing turbidity by 67.08%, Aa by 10%, chlorides by 31.11%, sulfates by 41%, nitrates by 12%, phosphates by 40%, and silicates by 34.46%.

fortune-biomass-feedstock

Figure 2: Removal of physicochemical parameters.

The arsenic removal process under these conditions was optimal, achieving a removal rate of 97.5% for (Fe0) zero valent nanoparticles and 91.7% for Fe3O4 iron oxide nanoparticles. The sample was collected directly from its natural environment and contains not only arsenic but also other minerals, organic compounds, and other physicochemical properties, including nitrates, silicates, phosphates, sulfates, etc. All these factors, among others, interfere with the adsorption process, making it less efficient.

fortune-biomass-feedstock

Figure 3: Effect of contact time on arsenic removal efficiency with different doses 10-100 mg a) iron nanoparticles Fe0 b) iron oxide nanoparticles Fe3O4.

Because the adsorption process was too rapid, exceeding 57.5% efficiency in the first 10 minutes, an equation was developed to describe the adsorption process in such a way that the data could be iterated and the removal efficiency obtained every 2 min, 3 min, 4 min, 5 min, 6 min, etc. It can be seen in Figure 4, that just one minute of contact of the iron nanoparticles with the contaminant, an efficiency of 52% is achieved, thus confirming that the use of metallic iron nanoparticles is effective in the removal of arsenic thanks to their surface area ranging from 60-200 nm, high capacity and high reactivity characteristics of the magnetic material used.

fortune-biomass-feedstock

Figure 4: Exponential fit describing the concentration of arsenic in zero valent nanoparticles (Fe0).

To understand the adsorption mechanism and efficiency of both nanoparticles, the experimental data were analyzed using first-order and second-order kinetic models. The correlation coefficient (R²) was used to evaluate the best kinetic model (Table 2). Of all the models, the second-order model showed a good correlation coefficient and best fit the experimental data (Figure 5).

Kinetic Model

Constant

Worth

First Order with NpsFe 0

K

-0.017

R 2

0.8971

Second Order with NpsFe 0

K

22,288

R 2

0.9607

First Order with NpsFe 3 O 4

K

-0.012

R 2

0.9526

Second Order with NpsFe 3 O 4

K

0.4127

R 2

0.9841

Table 2: Kinetic parameters for arsenic removal using metallic iron nanoparticles and iron oxide.

fortune-biomass-feedstock

Figure 5: Second-order kinetic model for arsenic removal (a) metallic iron nanoparticles (b) iron oxide nanoparticles.

The half-life with respect to contact time, as shown in (Figure 6), shows that after 180 minutes the nanoparticles no longer adsorb more arsenic, so they begin to saturate and the half-life tends to be constant.

fortune-biomass-feedstock

Figure 6: Half-life vs. contact time with NpsFe0.

Adsorption isotherm models are fundamental to describing the equilibrium between the adsorbate and the adsorbent. To evaluate the adsorption behavior of the nanoparticles, some well-known isotherms such as the Langmuir, Freundlich, and Dubinin-Radushkevich constants were considered. The fitting results are shown in Figure 7. Table 3 shows the linear regression results according to the Langmuir model. The dimensionless factor R<sub> L </sub> is less than one; therefore, applying the Langmuir isotherm is unfavorable. The calculated Langmuir constant Kf , which can be interpreted as the enthalpy of adsorption, showed negative values. This suggested the exothermic nature of the process and indicated that the surface of the metallic iron and iron oxide nanoparticles was energetically favorable for reacting with the ions.

LANGMUIR MODEL

Quantity of NpsFe0

Quantity of NpsFe0

Quantity of NpsFe3O4

Quantity of NpsFe3O4

PARAMETER

0.01 g

0.1 g

0.01 g

0.1 g

Adsorption capacity of a monolayer

10,683

0.7088

10,243

0.1789

 Q or (mg/g)

Langmuir constant K f (L/mg)

-33.552

-26.771

-30.9536

-32.8267

Adsorption capacity

90,000

11,000

87,500

0.825

q e (mg/g)

Regression coefficient

0.5863

0.7537

0.3499

0.6984

R L

-0.3305

-0.452

-0.3684

-0.3402

Table 3: Langmuir model results for arsenic adsorption on nanoparticles.

Table 4 shows the results of the Freundlich model; a higher Kf value indicates a greater adsorption capacity of the adsorbent. Furthermore, a Kf value greater than one indicates the spontaneous nature of the process (Mandal et al., 2014) . However, for all adsorption isotherms for different quantities of nanoparticles, the regression coefficient R² was more reliable for the Freundlich model, fitting the experimental data better than for the Langmuir model. The value of n is related to the distribution of ions bound to the active sites on the surface of the nano-adsorbent. The negative values of n for the different quantities of nanoparticles indicate that the ions of the species present are unfavorable, making it impossible to determine whether the process is by physisorption or chemisorption.

FREUNDLICH MODEL

Quantity of NpsFe 0

Quantity of NpsFe 0

Quantity of NpsFe 3 O 4

Quantity of NpsFe 3 O 4

PARAMETER

0.01 g

0.1 g

0.01 g

0.1 g

Freundlich constant K f (L/mg)

0.0492

0.3372

0.044

0.0126

Adsorption capacity of a monolayer

0.2145

0.6237

0.2576

0.1498

Q e (mg/g)

Adsorption capacity

90,000

11,000

87,500

0.825

q e (mg/g)

Regression coefficient

0.8777

0.9189

0.7253

0.9184

n

-0.6496

-3.8149

-0.6199

-0.7762

Table 4: Freundlich model results for arsenic adsorption on nanoparticles.

Table 5 shows the results obtained after applying the Dubinin model. The regression coefficient was almost the same as those calculated by the Freundlich model.

DUBININ-RADUSHKEVICH MODEL

Quantity of NpsFe0

Quantity of NpsFe0

Quantity of NpsFe3O4

Quantity of NpsFe3O4

PARAMETER

0.01 g

0.1 g

0.01 g

0.1 g

Dubinin constant K f (L/mg)

4.47x10 -8

6.00x10 -9

4.57x10 -8

3.18x10 -8

Adsorption capacity of a monolayer

0.3559

0.5463

0.3745

0.06547

Q e (mg/g)

Adsorption capacity

90,000

11,000

87,500

0.825

q e (mg/g)

Regression coefficient

0.8492

0.8877

0.6712

0.8998

Table 5: Results of the Dubinin model for the adsorption of arsenic on nanoparticles.

fortune-biomass-feedstock

Figure 7: Equilibrium adsorption isotherm for arsenic on metallic iron nanoparticles and iron oxide. (a) Langmuir isotherm with 100 mg of NpsFe0 . (b) Langmuir isotherm with 100 mg of NpsFe3 O4 . (c) (d) Freundlich isotherm with 100 mg of NpsFe0 . (e) Freundlich isotherm with 100 mg of NpsFe3O4 . (f) Dubinin model with 10 mg of NpsFe0 . (f) Dubinin model with 100 mg of NpsFe3O4 .

Thermodynamic parameters, such as Gibbs free energy ( ΔG ), can help determine the likelihood, spontaneity, or exothermic or endothermic states of a reaction—critical aspects of an adsorption process. The energy required to transfer one mole of metallic iron nanoparticles to iron oxide was greater than 40 kJ/mol for arsenic. These results confirmed that the interactions between the adsorbate and the adsorbent were chemical, i.e., a chemisorption process.

Discussion

The use of recycled nanoparticles represents a technological innovation with a positive environmental and social impact. Despite the small quantities used, the system achieved results comparable to more expensive commercial technologies. Its combination with locally sourced materials facilitates community implementation. The filter also demonstrated the removal of other contaminants (phosphates, silicates, nitrates), increasing its versatility.

Conclusions

- The presence of geogenic arsenic in the community's groundwater was confirmed, in concentrations dangerous to human health.

- The experimental filter developed effectively removed arsenic to levels below that established by the Bolivian standard NB 512 of 10 μg-As/L, making it an accessible solution for rural areas.

- The adsorption fit the Freundlich model and showed second-order kinetics, indicating a chemisorption process and occurring spontaneously.

- The system is replicable, economical and sustainable, with potential for application in other regions with similar problems.

References

  1. Carvajal GE. Determination of arsenic in groundwater of the Titicaca sub-basin. 2015.
  2. Ravenscroft P, Brammer H, Richards K. Arsenic Pollution: A Global Synthesis. 2009. 3. Muñoz MR. Hydrogeochemistry of naturally occurring arsenic in the Bolivian Altiplano. 2015.
  3. Bundschuh J, et al. Distribution of arsenic in Latin America. 2006.
  4. (Torres Espada, 2020) Simon, Obtaining iron oxide nanoparticles from chip with bottom-up technology, Revista Ciencia, 18(2021):11-24.
  5. E.J. Simon, Obtaining iron nanoparticles from chip through top down technology, Int J Green Nanotechnol Mater Sci Eng, 2021.
  6. Morgada ME, et al. Arsenic removal with nanoparticulate zerovalent iron. Chemosphere. 2009;143(3):261-8.
  7. Ccamerccoa MH, Falcon NLT. J Environ Health Sci Eng. 2022;20(2):849-860. 7. Mandal, S., Mahapatra, S.S., & Patel, R.K. (2015). Neuro fuzzy approach for arsenic(III) and chromium(VI) removal from water. Journal of Water Process Engineering, 5, 58-75.
  8. (2024). Iron Nanoparticle Filter for Remediation of Groundwater Contaminated by arsenic. Journal of Drug and Alcohol Research Ashdin Publishing, 7.

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