Achieving Sustainable Development Goal 6 Electrochemical-Based Solution for Treating Groundwater Polluted by Fuel Station

Abstract

Oil leakage occurs at fuel service stations due to improper storage, which pollutes soil and, subsequently, can reach the groundwater. Many compounds of petroleum-derived fuels pose hazards to aquatic systems, and so must be treated to guarantee clean and safe consumption, which is a right proposed by the United Nations in their Sustainable Development Goal 6 (SDG 6: Clean Water and Sanitation). In this study, contaminated groundwater with emerging pollutants by petroleum-derived fuel was electrochemically treated in constantly mixed 0.5 L samples using three different anodes: Ni/BDD, Ti/Pt, Ti/RuO₂. Parameters were investigated according to chemical oxygen demand (COD), energy consumption analysis, by applying different electrodes, current densities (j), time, and the use of Na₂SO₄ as an electrolyte. Despite a similar COD decrease, better degradation was achieved after 240 min of electrochemical treatment at Ti/RuO₂ system (almost 70%) by applying 30 mA cm⁻², even without electrolyte. Furthermore, energy consumption was lower with the RuO₂ anode, and greater when 0.5 M of Na₂SO₄ was added; while the order, when compared with the other electrocatalytic materials, was Ti/RuO₂ > Ti/Pt > Ni/BDD. Thereafter, aiming to verify the viability of treatment at a large scale, a pilot flow plant with a capacity of 5 L was used, with a double-sided Ti/RuO₂ as the anode, and two stainless steel cathodes. The optimal conditions for the effective treatment of the polluted water were a j of 30 mA cm⁻², and 0.5 M of Na₂SO₄, resulting in 68% degradation after 300 min, with almost complete removal of BTEX compounds (benzene, toluene, ethyl-benzene, and xylene, which are found in emerging pollutants) from the water and other toxic compounds. These significant results proved that the technology used here could be an effective SDG 6 electrochemical-based solution for the treatment of groundwater, seeking to improve the quality of water, removing contaminants, and focusing on Brazilian environmental legislations and, consequently, converting pollutants into effluent that can be returned to the water cycle.

1. Introduction

Groundwater refers to any amount of water located below the earth’s surface, constituting an important water reserve for consumption, mainly for regions where there are waterbodies unable to meet the needs of the population [1]. The importance of preserving and/or recovering these water systems is essential for both the current society and future generations in order to accomplish the Sustainable Development Goals (SDGs) proposed by the United Nations (UN). SDG 6 regards ensuring availability and sustainable management of water and sanitation for all, seeking to attend not only drinking water, but also water harvesting, water efficiency, desalination, wastewater treatment, recycling, and reuse technologies [2]. According to the UN, the way to promote this goal by 2030 is through the implementation of the following targets: (i) to achieve safe and affordable drinking water; (ii) sanitation and hygiene and end open defecation; (iii) improve water quality, wastewater treatment, and safe reuse; (iv) increase water-use efficiency and ensure freshwater supplies; (v) implement integrated water resources management; and (vi) protect and restore water-related ecosystems [3].

However, several industrial and human activities (e.g., population growth, the increasing demand for energy consumption, the exploitation of natural resources, and the inappropriate disposal or storage of products harmful to human health) have caused significant pollution problems, such as the contamination of rivers and groundwater, subsequently provoking negative environmental impacts that can affect the whole ecosystem [4]. Some recalcitrant and hazardous contaminants such as polycyclic aromatic hydrocarbon (PAH), polychlorinated biphenyl (PCB) [5], BTEX compounds [6], and trichloroethylene [7] are frequently identified in polluted groundwater.

Conventional water treatment methods (wet-air oxidation, Fenton type processes, super critical water oxidation, photocatalysis, adsorption, etc.) attend to the problems related to SDG 6 in several sectors, but sometimes these approaches can be operationally intensive, chemically severe, and energetically expensive. Therefore, the design and development of environmentally innovative SDG 6 solutions [8,9] have been significantly stimulated. In the last years, electrochemical advanced oxidation technologies have received great attention because these processes are considered feasible alternatives to prevent or solve many environmental problems related to water pollution [10,11]. At the same time, the use of renewable technologies as the main electrical energy source, instead of the conventional electrical supply, has extended the applicability of these approaches in different water-security sectors [12,13].

This type of SDG 6 technology efficiently eliminates a great number of persistent organic pollutants [14,15,16] and microorganisms by promoting the in-situ electrogeneration of oxidizing species. Among the SDG 6 electrochemical-based solutions, anodic oxidation (AO) or electrooxidation (EO) is the most popular approach to be considered since it is a robust, easy, safe, and eco-friendly water treatment solution [15,16]. Based on their electrocatalytic fundamentals, AO can follow two ways on the oxidation of organic pollutants at the anodic surface (M) by direct electron transfer and/or more quickly by the reaction with the ^•OH which were formed from the oxidation of water (Equation (1)) [15,17,18]:

M + H₂O → M(^•OH) + H⁺ + e⁻

(1)

The amount of the electrogenerated heterogenous free ^•OH depends on the electrocatalytic material used, like active (e.g., Pt, IrO_2, and RuO₂) and non-active (e.g., PbO₂, SnO_2, and boron-doped diamond (BDD)), favoring the conversion of organics into by-products (due to lower amounts of free ^•OH, occurring direct oxidation) or promoting the complete incineration of pollutants to CO₂ and water (due to the higher amount of free ^•OH, once indirect oxidation takes place) [10,19,20]. Although non-active anodes are frequently used because they are more effective to degrade different pollutants (ranging from µg L⁻¹ to g L⁻¹ [16,21]) in various water matrices [22,23,24,25,26], significant advances in strategies for preparing/synthesizing novel electrocatalytic materials have been achieved to replace non-active anodes [26,27] as well as to develop/design innovative electrochemical reactors aiming to successfully translate from laboratory cells to pilot scale-up [28,29].

Therefore, this work aims to evaluate the efficiency of the electrochemical degradation of groundwater contaminated by fuel leak underneath a gas station at different anodic materials (Ti/RuO₂, Ti/Pt, and NB/BDD), in a batch stirring cell, applying 10, 30, and 60 mA cm⁻² at 25 °C. After that, an electrocatalytic material was selected to scale up the electrochemical system aiming to study the effective assessment of the water quality with an innovative SDG 6 electrochemical-based solution to treat 5 L of fuel polluted-groundwater using a reactor with 286 cm² of geometrical area. The scaling up of the electrochemical device intends to prove that this technology could be an effective solution for water treatment, fulfilling SDG 6 via the improvement of the quality of water and returning it to the water cycle.

2. Materials and Methods

2.1. Characterization of Groundwater Effluent

The yellowish groundwater sample was collected in areas of fuel recovery stations in Natal city, in the northeastern Brazilian region, by trained technicians of the Universidade Federal do Rio Grande do Norte, approximately 10 m below the water level, and removing the supernatant oil. Different chemical compounds in the collected sample were identified and quantified by gas chromatography—mass spectroscopy (GC—MS) technique using commercially available standard compounds. EPA standard method 8021 was used to evaluate the sample by GC with a serial detector CG-PID/FID, column OV624 (gas flow: 3.0 mL min⁻¹), with initial temperature of 40.15 °C/1.0 min, after 10 °C/min to 150 °C, with a total analysis time of 32 min. Split-less injector temperature was 250 °C, lamp temperature (PID) was 280 °C, and detector FID was 300 °C. Before the GC—MS analysis, the samples were treated by solid-phase micro-extraction (SPME) with an 85 µm film of poly-(dimethylsiloxane) fiber. Once the extraction was completed (10 min), the fiber was withdrawn back inside the fiber holder, removed from the reaction sample, and then injected by a 1:25 split method. The temperature of the transfer line was 240 °C, the ions trap was 170 °C, and the desorption time in the split-less mode at 260 °C was 3 min. Other physical-chemical characteristics were also measured (Table 1).

2.2. EO Experiments

Two electrochemical reactors were used to perform the bulk-electrolysis: (i) a conventional laboratory cell with a capacity of 0.5 L (Figure 1a) and (ii) an electrochemical pilot flow cell with a capacity of 5 L (Figure 1b). In the former, AO experiments were carried out under galvanostatic conditions using a MINIPA MPL-3305M power supply with Ti/Pt, Ti/RuO_2, or Nb/BDD as anodes, and a titanium plate as the cathode (each one of them with a geometrical area of 13.5 cm²; and an electrode-gap of 1.5 cm) by applying 10, 30, and 60 mA cm⁻² at 25 °C; while an electrochemical flow cell with a double-sided RuO₂ anode and two stainless steel plates as the cathodes (each one of them with a geometrical area of about 286 cm⁻² and electrode-gaps of 3 cm) were used for electrochemically treating polluted-groundwater effluent, which was recirculated by the pilot plant using a pump with a flow rate of 153 L h⁻¹, by applying 30 mA cm⁻² at 25 °C (experimental conditions were established by the preliminary experiments with batch cell) in the latter.

2.3. Analytical Methods

Polluted-groundwater decontamination was monitored from its chemical oxygen demand (COD) and total organic carbon (TOC) reductions, determined on a Hanna Instruments HI 83399 multiparameter photometer and TOC analyzer (Analytik Jena model multi-N/C 3100, by injecting 30 mL aliquots), respectively. On the one hand, COD measurements were determined by using 2 mL of effluent sample in pre-prepared kit HANNA solutions which remained 2 h under the digestion process at 150 °C into a thermo-reactor (HANNA model HI 839800). On the other hand, BOD₅ was measured using an OxiTop^® system (manometric respirometry). Another method for organic analysis is according to the specific ultraviolet absorbance at 254 nm (SUVA₂₅₄, L mg⁻¹ m⁻¹), which can be used as an indicator of aromaticity and chemical reactivity for aquatic organic matter samples from a wide range of water sources. It is obtained by dividing the UV absorbance at 254 nm (m⁻¹) of samples by TOC values (mg L⁻¹) [30]. Finally, pH conditions were monitored using a Nova Instruments pH-meter HANNA and the conductivity was measured with an Electrical Conductivity meter model HI4321.

The discoloration was determined by measuring the absorbance reduction with a Shimadzu UV 1800 spectrophotometer during the AO tests of groundwater effluent at different applied current densities. Wavelength peaks at 436, 525, and 620 nm were taken from the UV-Vis spectrum between 200–800 nm, and then DFZy calculation was made according to Equation (2) following the method DIN EN 7884:2012 [31].

$${\mathrm{DFZ}}_{\mathrm{y} }=100 \times \left(\frac{{\mathrm{E}}_{\mathrm{y}}}{\mathrm{d}}\right)$$

(2)

where E_y is the absorbance at a y wavelength and d is the cell path length in cm.

2.4. Electrochemical Flow Reactor Characterization

The electrochemical flow reactor was hydrodynamically characterized by the limiting diffusion current technique. Potassium ferricyanide (K₄Fe(CN₆)) solutions, ranging from 20 to 80 mmol L⁻¹ in 0.5 mol L⁻¹ NaOH, were electrolyzed with a flow rate of 153 L h⁻¹, and the potential-current profiles for the oxidation-reduction reactions (Equations (3) and (4)) were determined by increasing the voltage stepwise.

Fe(CN)₆³⁻ + e⁻ → Fe(CN)₆⁴⁻

(3)

Fe(CN)₆⁴⁻ → Fe(CN)₆³⁻ + e⁻

(4)

Then, polarization curves were obtained and plotted to estimate the limiting currents at each one of the ferricyanide (K₄Fe(CN₆)) solutions at different concentrations [32]. From the slope value obtained by the profile limiting current vs. redox couple concentration, the mass-transfer coefficient of the reactor was estimated by Equation (5).

$$k_m=\frac{{\mathrm{i}}_{\mathrm{L}}}{{\mathrm{zFAC}}_{\infty }}$$

(5)

k_m is the mass-transfer coefficient (m s⁻¹), i_L is the electrolysis limiting current (A), z is the electrons transfer in the redox reaction (for this redox pair, 1), F is the Faraday constant (96,487 C mol⁻¹), A is the electrode surface area (m²), and C_∞ is the bulk species concentration (mol dm⁻³).

3. Results

3.1. Effluent Characterization

GC—MS results (see Table 1) showed that the concentrations of benzene, toluene, ethylbenzene, xylene (called BTEX), and phenol in the groundwater collected-sample were higher than the maximum allowed for human consumption, as well as 230 mg L⁻¹ of COD. Furthermore, other physical characteristics were measured and reported in Table 1.

3.2. Influence of the Applied j and the Effect of Different Anode Materials Using the Batch Reactor

Electrocatalytic material and current density (j) are two of the main operating parameters that determine the effectiveness of the decontamination of water matrices by electrochemical advanced oxidation processes (EAOPs). A higher concentration of oxidizing species can be electrochemically generated, and higher pollutant degradation can be attained, depending on the anode and j selected. Therefore, it is essential to study the anodic material and j effects in order to determine the degradation efficiency of the SDG 6 electrochemical-based solution proposed here, since there are electrodes and j values that promote undesirable parasitic reactions, leading to similar or even lower pollutant removal [33]. To do that, Ti/RuO₂, Ti/Pt, or Nb/BDD anode were used in a batch reactor to investigate the effect of the j on the EO of groundwater by applying 10, 30, and 60 mA cm⁻² at 25 °C.

Table 1. Physical-chemical characterization before EO treatment of groundwater collected sample.

Parameter	Before Treatment	MAV a
pH	6.59	-
Conductivity (mS cm−1)	0.292	-
Phenol content (μg L−1)	6	3
Benzene (μg L−1)	96.6	5
Toluene (μg L−1)	2441	170
Ethylbenzene (μg L−1)	925.5	200
Xylene (o-, p- and m-) (μg L−1)	5435.5	300
BOD (mg L−1)	80.5	-
COD (mg L−1)	230	-
TOC (mg L−1)	91.5	-
Total petroleum hydrocarbons (TPHs) (mg L−1)	4.66	-
Color (DFZ at 436, 525, and 620 nm, respectively)	9.5, 6.5, 4.9	-
Absorbance at 254 nm (AU)	0.714	-
SUVA254	0.78	-
Turbidity (NTU)	7.9	-

Note: ^a Maximum allowed value for groundwater (human consumption) based on current legislation in Brazil [34].

Table 1. Physical-chemical characterization before EO treatment of groundwater collected sample.

Parameter	Before Treatment	MAV a
pH	6.59	-
Conductivity (mS cm−1)	0.292	-
Phenol content (μg L−1)	6	3
Benzene (μg L−1)	96.6	5
Toluene (μg L−1)	2441	170
Ethylbenzene (μg L−1)	925.5	200
Xylene (o-, p- and m-) (μg L−1)	5435.5	300
BOD (mg L−1)	80.5	-
COD (mg L−1)	230	-
TOC (mg L−1)	91.5	-
Total petroleum hydrocarbons (TPHs) (mg L−1)	4.66	-
Color (DFZ at 436, 525, and 620 nm, respectively)	9.5, 6.5, 4.9	-
Absorbance at 254 nm (AU)	0.714	-
SUVA254	0.78	-
Turbidity (NTU)	7.9	-

Note: ^a Maximum allowed value for groundwater (human consumption) based on current legislation in Brazil [34].

Figure 2 and Figure 3 show that both factors (type of electrode and j) significantly influence the COD decay, using a batch stirring reactor with 0.5 L of effluent (the lines represent the trend of the symbols, which are the real values). As can be observed, no complete organic matter removal was attained independently of the anodic material and j, respectively. By applying 30 mA cm⁻², 78.3%, 81%, and 78.2% of COD removals were achieved at Ti/RuO₂, Ti/Pt, and Nb/BDD anodes, respectively. Meanwhile, COD removals of about 75.6% and 77% were reached for Ti/RuO₂ and Ti/Pt, respectively, by applying 60 mA cm⁻². This decrease in efficacy was associated with the promotion of the oxygen evolution reaction over organics oxidation at higher j due to the anodic electrode used, such as Ti/RuO₂ and Ti/Pt, which are considered active anodes. Conversely, ineffective COD removals were achieved at 10 mA cm⁻² because a lower concentration of free ^•OH radicals is produced at Ti/RuO₂ and Ti/Pt electrodes. COD results preliminarily evidenced that the process is potentially controlled by mass transport conditions at all electrocatalytic materials because of the concentration of pollutants, type of electrocatalytic material, undesired reactions at higher j (e.g., oxygen evolution reaction), and the flow-hydrodynamic cell conditions. Nevertheless, the mass transport conditions affecting the process at Ti/RuO₂ and Ti/Pt electrodes seem to be more significant than diamond electrode. In fact, COD removal increased approximately 4.2% and 10.1% by applying 60 mA cm⁻² from the removal efficiencies achieved at 30 and 10 mA cm⁻², respectively, when the BDD electrode was used. This behavior is due to the physisorbed ^•OH, which are efficiently electrogenerated via water discharge (Equation (1)) at the non-active diamond surface, and confined close to the anode surface in the reaction cage, favoring the degradation of organic matter and, consequently, achieving the best oxidation performances compared with the others [35,36].

The results have indicated that the degradation of the pollutants present in the effluent was mainly controlled by mass transport in several cases (at Ti/RuO₂, Ti/Pt, and Nb/BDD anodes) because, independently of the j and the exponential, COD decayed at the beginning of the electrolysis; it remained almost stable in the last 150 min of the treatment. This behavior was also confirmed by the estimation of the limiting current (I_lim) value, considering the initial COD as well as the hydrodynamic conditions of the batch cell (Equation (5)), as already reported in our previous work.

$$I_{\lim }\left(\mathrm{t}\right){=4\mathrm{FA}k}_{\mathrm{m}}\mathrm{COD}\left(\mathrm{t}\right)$$

(6)

where I_lim(t) is the limiting current (A) at a given time t, 4 is the number of exchanged electrons, A is the electrode area (m²), F is the Faraday’s constant, k_m is the average mass transport coefficient in the electrochemical reactor (m s⁻¹), and COD(t) is the chemical oxygen demand (mol O₂ m⁻³) at a given time t.

An I_lim of 0.11 A was estimated, considering a k_m of 1.9 × 10⁻⁵ m s⁻¹. This current value is lower than all the currents applied in this work (0.14, 0.41, and 0.82 A for 10, 30, and 60 mA cm⁻², respectively), confirming that the AO technology, under these conditions, is taking place under mass transport control. On the other hand, I_lim of 0.11 A is significantly lower than 0.81 (value estimated for the j of 60 mA cm⁻²), which explains the fact that there was not a significant enhancement at higher j, as a consequence of a higher charge which was consumed in parasite non-oxidizing reactions such as oxygen evolution. These assumptions, treating a real water matrix, are in agreement with various studies [37,38,39] about the EO of real wastewater. Based on the results obtained, a j of 30 mA cm⁻² was selected as the optimum value to be applied in a new set of experiments by adding Na₂SO₄ as a supporting electrolyte where the effects of the reduction of COD were studied with Ti/RuO₂, Ti/Pt, and Nb/BDD anodes.

3.3. Comparative Groundwater EO Using Different Anodes Adding Sulfate as Supporting Electrolyte

In accordance with other studies [40,41,42], the addition of salts such as NaCl or Na₂SO₄ in real effluent favors an increase in conductivity, having a positive effect on the degradation of organic matter. On the one hand, the water discharge is favored (Equation (1)), producing ^•OH; while, on the other hand, the electrogeneration of additional oxidizing species is promoted by the oxidation of salt precursors, such as NaCl or Na₂SO₄ [43], enhancing the elimination of pollutants from water matrix. In this sense, a known amount of Na₂SO₄ was added to 0.5 L achieving a concentration of about 0.5 M.

In the case of Ti/RuO₂ and Ti/Pt, ^•OH are strongly adsorbed on their surfaces, higher oxides are formed (Equation (7)), which participate as a mediator (Equation (8)) in the selective oxidation of organics, R (so-called electrochemical conversion), which occurs in concomitance with oxygen evolution (Equation (9)), as a side reaction, affecting the efficiency of the EO process.

M(^•OH) → MO + H⁺ + e⁻

(7)

MO + R → M + RO

(8)

MO → M + ½ O₂

(9)

In this sense, direct electrochemical oxidation at Ti/RuO₂ and Ti/Pt surfaces is preferentially favored (direct electron transfer from the organics to the anode surface), limiting the effectiveness of the process. Conversely, when the Nb/BBD anode is used, the ^•OH are weakly adsorbed on its surface, rapidly reacting with the organic molecules, consequently leading to electrochemical incineration (CO_2, and water (Equation (10)).

M(^•OH) + R → M + m CO₂ + n H₂O + x H⁺ + y e⁻

(10)

This reaction also competes with the side reaction of O₂ evolution (Equation (11)), which can significantly affect the efficiency of the electrolytic treatment.

M(^•OH) → M + ½ O₂ + H⁺ + e⁻

(11)

Considering the information above and the results in Figure 4, the partial elimination of COD in all electrodes is a consequence of the formation of byproducts during the electrochemical treatment of the real water matrix by applying 30 mA cm⁻², even when the effluent conductivity was increased due to the addition of Na₂SO₄. Additionally, the promotion of the oxygen evolution reaction (Equation (9)), as an undesired reaction, can be favored at Ti/RuO₂ and Ti/Pt electrodes when the conductivity is increased, consequently limiting the elimination of organics. Meanwhile, the slight organics removal improvement of the effluent when BDD was used and Na₂SO₄ added could be associated with the electrochemical production of sulfate-based oxidants, such as SO₄^•− and S₂O₈²⁻. Their formation, via direct or indirect electrosynthetic routes, depends on the BDD surface properties, electrolyte medium, its concentration, and the current or potential applied [44,45,46,47] (Equations (12)–(16)).

2SO₄²⁻ → S₂O₈²⁻ + 2e⁻

(12)

SO₄²⁻ + ^•OH → SO₄^−• + H⁺ + e⁻

(13)

HSO₄⁻ + ^•OH → SO₄^−• + H₂O

(14)

H₂SO₄ + ^•OH → SO₄^−• + H₃O⁺

(15)

BDD(SO₄^−•) + SO₄^−• → S₂O₈²⁻

(16)

This mix of oxidants remains at the reaction cage (BDD-^•OH/SO₄^•−/S₂O₈²⁻), oxidizing several organic pollutants in different water matrices [44,48], deactivating microorganisms [47,49], and depolluting soil matrices (by using soil washing, electrokinetic soil remediation, or soil flushing) [50,51]. However, ionic species in the water matrices could act as scavengers, trapping the oxidants and, consequently, reducing their oxidative action [24,52], like Cl⁻, HCO₃²⁻, and others. Therefore, the effectiveness of the process was also evaluated by the organic matter degradation (COD) and mineralization (TOC).

In terms of COD removal, as can be observed in Figure 3, no significant removals were achieved (ranging from 75–80%) by applying 30 mA cm⁻² when sulfate was added in the effluent. Comparable efficiencies were achieved without the addition of sulfate in the effluent (78.26%, 81%, and 78.2% of COD removals were achieved at Ti/RuO₂, Ti/Pt, and Nb/BDD anodes, respectively), under similar experimental conditions. Nevertheless, some differences were observed when the mineralization removal was determined by TOC measurements (Figure 4). As can be observed, Ti/RuO₂ anode efficiently mineralized the organic matter, reaching approximately 64.61%. Meanwhile, Ti/Pt and Nb/BDD anodes achieved about 54.20 and 51.74% of TOC removals, respectively. This behavior can be associated with the electrode deactivation of surface and oxidants scavengers. In the former, Pt surface can be deactivated due to the adsorption of BTEX compounds or their oxidation byproducts [42]; while the oxidants electrogenerated at BDD could be trapped by the scavenger species in the water matrix, in the latter. Conversely, the enhancement on the mineralization at Ti/RuO₂ can be related to the occurrence of direct electrochemical oxidation of organics and byproducts at its surface (without surface deactivation), in concomitance with the oxygen evolution reaction.

Thus, with these results, and aiming to understand the energy requirements needed in terms of kWh gCOD⁻¹ to evaluate the feasibility of the process, energy consumption was estimated by using Equation (17).

EC (kWh (gCOD)⁻¹) = (E_cell × I × t)/(Δ(COD)_exp × V_s)

(17)

where V_s is the solution volume (L), I refers to the current intensity (A), Δ(COD)_exp (g O₂ L⁻¹) refers to the difference between initial COD and COD at time t, t to the electrolysis time in hours, and E_cell to the average potential difference of the cell (V).

Table 2. Energy consumption values (kWh gCOD⁻¹), as a function of j and electrocatalytic material, after 240 min of electrochemical treatment, adding or not adding Na₂SO₄ in the effluent, and considering approximately between 75–80% of COD removal.

	j (mA cm−2)
Electrode	10 a	30 a	60 a	30 b
Ti/RuO2	0.023	0.068	0.174	0.050
Ti/Pt	0.020	0.073	0.195	0.068
Nb/BDD	0.028	0.098	0.272	0.085

Note: ^a without Na₂SO_4; ^b with Na₂SO₄.

reports the EC values for all experimental conditions, in the absence and presence of sulfate in the effluent.

It was possible to observe that, as the j was increased, the energy consumption significantly increased. After 240 min of EO, the tests with Ti/RuO₂ adding Na₂SO₄ (COD removal = 75%) and without Na₂SO₄ (COD removal = 78%) lead to lower energy consumptions of 0.068 and 0.050 kWh kgCOD⁻¹, respectively, by applying 30 mA cm⁻². Meanwhile, for the experiments using Ti/Pt and Nb/BDD, in the presence and absence of sulfate, more substantial electrical requirements are needed to achieve at least 78% of organic matter removal. Although the EO experiments with BDD seem to be optimal in terms of organic matter removal, the use of oxide-based electrodes could be more eco-technologically suitable.

Another feature that should be considered is that the two-electrode cell operating under galvanostatic mode serves to provide only general information about the electrical requirements of each EO assay and, consequently, the economic costs. Although this cell option has specific benefits, it could offer apparent experimental conditions that are not reproducible and not completely fixed; consequently, the EO behavior is difficult to be scaled. In this sense, an electrochemical flow reactor is the most appropriate strategy to scale up the water SDG 6 solution because it allows for improving the electrode size, batch recirculation mode operation, the use of more economic electrode materials and shapes, and their components are suitable to be produced in large amounts. For this reason, Ti/RuO₂ electrode was chosen for upgrading the EO process.

3.4. EO of Groundwater at the Pre-Pilot Plant

The mass transfer characterization of the pre-pilot plant was firstly performed (Figure 1). Then, the polarization curves (current response vs. voltage) were registered during electrolysis, in the electrochemical flow reactor, of different solutions of ferricyanide (i.e., 20–80 mol m⁻³) in 0.5 mol L⁻¹ NaOH at a constant flow rate of 4.25 × 10⁻⁵ m³ s⁻¹. As can be observed from Figure 5, well-defined limiting current-profiles were achieved at all polarization curves. It is clear that the limiting current increased when an increase in the concentration of ferricyanide solution was attained. This behavior indicated that the mass transfer rate at the electrode surface depends on the concentration of ions in the electrolyte. By plotting the limiting current profiles, as a function of the ferricyanide concentration, a linear relationship was reached (inset in Figure 5) and, consequently, the experimental k_m was estimated by Equation (5).

Mass-transfer rate was approximately 8.8 × 10⁻⁶ m s⁻¹; this shows that the design allowed a good migration of ferricyanide ions towards the electrode surface during electrolysis due to its design and hydrodynamic conditions. However, the value of k_m obtained with the batch cell was slightly higher than the pre-pilot plant (1.9 × 10⁻⁵ and 8.8 × 10⁻⁶ m s⁻¹, for batch and flow cells, respectively), reaching better mass transfer in the former configuration. This behavior is completely associated with the residence-solution time on the reaction compartment, which is lesser at the pre-pilot plant than that probably attained at the batch cell. It is important to also state here that the treated-effluent volume is different at both cells, and it significantly influences the k_m as well as the hydrodynamic reactor configuration. In the electrochemical flow cell, the variation of k_m may not necessarily result in significant treatment efficiency for complex organics dissolved in the groundwater polluted by the fuel station.

In this frame, the electrochemical treatment was extended to 5 L of polluted-groundwater effluent with Na₂SO₄ (≈0.5 M) using a pilot plant with Ti/RuO₂ double-side anode by applying 30 mA cm⁻² at 25 °C to verify its viability for an industrial scale. As cathodes, two stainless steel plates were used. Figure 6 shows that the degradation of organic matter in the real effluent reached about 68% after 300 min of treatment. This behavior is mainly due to the reaction of the organics in the effluent with ^•OH at the RuO₂ surface as well as the hydrodynamic conditions of the reactor and the increase in the conductivity by adding Na₂SO₄. By determining COD removal, 87% was achieved, evidencing the effectiveness of SDG 6 electrochemical-based solution to eliminate dissolved organics in groundwater. The concentration of some pollutants after the treatment was efficiently reduced (see

Table 3. Physical-chemical characterization after EO treatment at the pre-pilot plant with a Ti/RuO₂ double-sided anode.

Parameter	Before Treatment	After Treatment	MAV a
COD (mg O2 L−1)	230	30	-
TOC (mg C L−1)	91.5	36.7	-
pH	6.59	6.72	-
Phenol content (μg L−1)	6	<1	3
Benzene (μg L−1)	96.6	<1.5	5
Toluene (μg L−1)	2441	<1.5	170
Ethylbenzene (μg L−1)	925.5	<1.5	200
Xylene (o-, p- and m-) (μg L−1)	5435.5	500	300
PAHs (mg L−1)	4.66	4	-
Color (DFZ at 436, 525, and 620 nm)	9.5; 6.5; 4.9	3.5; 2.2; 1.7	-
Absorbance at 254 nm (AU)	0.714	0.402
SUVA254	0.78	1.09	-

Note: ^a Maximum Allowed Value for groundwater (human consumption) based on current legislation in Brazil [34].

). Discoloration was also achieved by using the pre-pilot plant (Figure 6 and Table 3), giving general information about the elimination of organics from the effluent, especially when dealing with real matrices and/or advanced oxidation/reduction technologies. The chromophore groups, which are part of the molecules responsible for the effluent color, are fragmented during the electrochemical treatment via the participation of oxidizing species, consequently promoting a reduction of the color. However, spectral interferences can be attained during the spectrophotometric measurements due to the formation of intermediates and water matrix components (e.g., natural organic matter, inorganic species), which may absorb radiation at the wavelength of the target organic pollutants. An average of 65% of color abatement is achieved with this methodology of treatment (Table 3), which means that the yellowish color of the wastewater disappears during the 5 h oxidation. However, an increment of SUVA₂₅₄ value occurs, probably due to the difficulty in the removal of recalcitrant aromatic compounds, evidenced by the maintenance of TOC values even with a large COD decrease. This behavior is normal in real wastewater matrices [39,53]. Finally, considering the E_cell, electrolysis time (300 min), and COD removal, 2.53 kWh kg COD⁻¹ was necessary to efficiently reduce the concentration of main pollutants and other dissolved organics (see Table 3).

4. Conclusions

The electrochemical oxidation treatment of polluted groundwater proposed in this work is proper for the efficient removal of color and organics of major concern from the environment, which is in agreement with SDG 6 (i.e., depollution of water, sanitation, disinfection, water treatment, as well as their specialized use for monitoring pollutants) [8,54]. The comparative analysis of organics removal of effluent was performed by employing three different anodes (Ti, Ru, and BDD) while varying the current density, in addition to the use of Na₂SO₄ as an electrolyte. Less energy consumption was identified with the Ti/RuO₂ anode, besides higher mineralization. In this way, the viability of industrial-scale treatment of water with the same characteristics as shown in this work is demonstrated by employing a pre-pilot with a Ti/RuO₂ double-sided anode, 0.5 M of Na₂SO₄ as the electrolyte, and at 30 mA cm⁻² (25 °C, 5 h treatment). With these characteristics, 87% of COD abatement was achieved, mineralization of almost 40% through TOC analysis, and abatement of 65% of color. The BTEX compounds concentration was lowered to values authorized by the Brazilian environmental legislations, with exception of xylene, which decreased by 90% but requires a longer reaction time for fulfillment of the normative legislation for human consumption.