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Long-term leaching dynamics and ecotoxicity of wastewater from electric vehicle lithium-ion battery fires.Abstract
Original full-text study online at
https://www.sciencedirect.com/science/article/pii/S0043135426014259?via%3Dihub
Highlights
- First study on 112-day leaching dynamics of submerged EV batteries.
- ToxRunoff conductivity (23.1 mS/cm) reaches levels of landfill leachates.
- Lithium (1.54 g/L) and fluoride (218.2 mg/L) exceed limits by orders of magnitude.
- Long-term immersion causes extreme acute toxicity to Daphnia magna.
- Non-ignited, venting batteries still release hazardous organic pollutants.
The global adoption of electric vehicles has increased the frequency of lithium-ion battery (LIB) fires, which are typically managed through large-scale water suppression and immersion. While immediate fire behavior is well-documented, the long-term environmental consequences of the resulting wastewater remain poorly understood. This study evaluates the 112-day temporal dynamics of contaminant leaching from nickel-manganese-cobalt (NMC) vehicle batteries following three distinct ignition scenarios: a short circuit, mechanical breakthrough with heavy fire, and thermal stress without visible flames. Physicochemical analysis revealed that the most heavily damaged module exhibited the highest pollutant load in this case study. The module that experienced the most extensive physical damage showed the highest conductivity (23.1 mS/cm), high lithium (1.54 g/L), and elevated fluoride levels (218 mg/L), exceeding typical regulatory limits by orders of magnitude. Ecotoxicological assessments using Daphnia magna, Lemna minor, and Aliivibrio fischeri demonstrated severe acute and chronic toxicity, with EC50 values for D. magna reaching 0.05 %. Even non-ignited, venting modules released significant organic pollutants and exhibited high microbial toxicity. These findings demonstrate that LIB firefighting runoff creates a highly hazardous effluent that matures over time. Specialized on-site containment and pre-treatment are essential to prevent the breakthrough of these toxic elements into the urban sewerage system and the wider aquatic environment.
Keywords: Ecotoxicity; Electric vehicles; Electromobility; Environmental impact; Fires; Lithium-ion batteries; Wastewater
1. Introduction
Lithium-ion batteries (LIBs) have become the cornerstone technology enabling the global transition toward sustainable transportation and decarbonization of the mobility sector. As the world confronts the urgent challenge of climate change, electric vehicles (EVs) powered by LIBs represent a critical pathway to reducing greenhouse gas emissions from the transportation sector, which accounts for a substantial portion of global carbon dioxide emissions (Bisschop et al., 2020; Sun et al., 2020). The superior energy density, declining production costs, and improving performance characteristics of lithium-ion technology have positioned these batteries as the dominant energy storage solution for modern electric vehicles (Lai et al., 2022; Shahid and Agelin-Chaab, 2022). This technological advancement, coupled with increasingly stringent environmental regulations and government incentives, has catalyzed unprecedented growth in EV adoption worldwide, fundamentally reshaping the automotive industry and offering progress toward international climate commitments (Muratori et al., 2021; Sanguesa et al., 2021).
Following a period of sustained growth, which saw nearly 14 million EVs sold in 2023 (IEA, 2024) and an estimated 17 million units in 2024 (IEA, 2025), the global EV market is projected to continue its robust expansion, with worldwide sales forecast to surpass 20 million units in 2025 (IEA, 2025). This trajectory implies EVs will account for approximately one-in-four (around 25 %) of all new cars sold globally (Zaino et al., 2024), with growth driven primarily by a deepening market in China, where penetration is expected to exceed 50 %, and a policy-driven rebound in Europe (IEA, 2025). This scaling of battery demand extends beyond transportation; global stationary energy storage systems (ESS) are expanding at a comparable pace to stabilize grids relying on renewable energy (Meraner et al., 2026). When these large-scale stationary installations experience thermal failure, they present similar, if not magnified, fire suppression challenges due to the sheer volume of cells aggregated in a single location. This accelerating adoption is further substantiated by the forecast that global EV battery demand will surpass the 1 TWh mark in 2025 (IEA, 2025), cementing the industry’s steady march toward mass-market electrification.
Despite their environmental benefits (Alum et al., 2026; Sanguesa et al., 2021), technological advantages (Hammed et al., 2025; Kulkarni et al., 2026), and decreasing production costs (Gouveia et al., 2026), lithium-ion batteries present significant safety challenges that have become increasingly prominent as deployment scales. The high energy density that makes LIBs attractive for automotive applications simultaneously creates inherent risks of thermal runaway, a self-accelerating exothermic reaction that can lead to catastrophic battery failure (Jiaqiang et al., 2024). Thermal runaway can be triggered by multiple mechanisms, including mechanical damage from vehicle collisions or penetration, manufacturing defects such as internal short circuits or contamination, electrical abuse conditions like overcharging or external short circuits, and thermal stress from exposure to elevated ambient temperatures or inadequate cooling (Lu et al., 2013; Ping et al., 2015; Wang et al., 2012). Furthermore, even in the absence of a full thermal runaway event, overheated battery cells may vent toxic and combustible gases, including phosphorus pentafluoride, phosphorus oxyfluoride, and hydrogen fluoride (Larsson et al., 2014; Larsson et al., 2017).
While modern EVs match internal combustion engine vehicles in performance, they represent a radical departure in terms of fire suppression logistics and emergency response. Current emergency response protocols for LIB fires have converged on water-based suppression as the primary intervention strategy, despite significant operational challenges. Water immersion or continuous water application serves multiple functions: cooling the battery pack to temperatures below the thermal runaway propagation threshold, absorbing heat from exothermic reactions, and preventing reignition, which remains a persistent concern due to the stored chemical energy within damaged cells (Mao et al., 2024). Full-scale experimental studies have demonstrated that effective suppression of EV battery fires requires substantial water volumes, with recommendations ranging from 11,000 to 40,000 liters depending on battery size and fire severity, applied over extended periods often exceeding several hours (Cui et al., 2022; Li et al., 2020). The water must be applied continuously or the battery must remain fully submerged for 24 hours or longer to ensure complete cooling and prevent reignition, as damaged cells can spontaneously re-enter thermal runaway even after apparent extinguishment (Cui et al., 2022). Traditional methods, such as foam application, have proven largely ineffective, frequently requiring the physical deconstruction of the battery housing to reach the fire source (Lazarenko et al., 2019; Shen et al., 2024). While existing literature provides extensive data on EV fire behavior and gas-phase emissions (Hynynen et al., 2023; Lecocq et al., 2012; Sturm et al., 2022), there remains a lack of direct focus on the wastewater generated during these incidents.
The reliance on large-volume water suppression for LIB fires introduces a critical yet underexplored environmental dimension to the safety challenges of electromobility. When water contacts burning or thermally damaged battery cells, it facilitates the leaching of hazardous substances from compromised battery components into the aqueous phase, creating contaminated runoff that poses significant risks to soil, groundwater, and surface water ecosystems. Recent large-scale trials by Jalali et al. (2026) have demonstrated that this runoff can contain dissolved metals, fluorinated compounds, and organic pollutants derived from the lithium salts (such as LiPF6, LiClO4, or LiBF4) used in battery manufacturing (Jalali et al., 2026; Nitta et al., 2015; Rensmo, 2022; Xu, 2014). Research by Quant et al. (2023) compared the inorganic and organic pollutant levels of EV extinguishing water against traditional fuel vehicles, testing acute toxicity on Vibrio fischeri, Pseudokirchneriella subcapitata, and Daphnia magna. While the first two species exhibited high sensitivity, the runoff showed only moderate toxicity toward Daphnia magna. Crucially, that study analyzed water collected immediately after suppression without the variable of long-term submersion.
In the current paper, the chemical properties and ecotoxicity of extinguishing water from the lithium-ion vehicle battery fire were investigated. There are studies dealing with the tests with electric vehicle fires (Hynynen et al., 2023; Lecocq et al., 2012; Sturm et al., 2022), however, these studies focus on the gas emissions, rather than wastewater from fire combustion. To the best of our knowledge, this is the first paper dealing with the long-term effect of the EV battery submerged in the water. This paper deals with the temporal dynamics of contaminant leaching during extended submersion periods, the cumulative environmental burden from battery fire incidents, and the ecological effects of battery-derived contaminants in aquatic environments.
2. Materials and methods
2.1. Materials
2.1.1. Large-scale battery fire and submersion experiment
Three Li-ion vehicle batteries (described in Table 1) were fully charged and subsequently ignited. Module A was ignited by short circuit, module B by a repeated mechanical penetration, during which the supervising firefighter struck the module three times with an axe to rupture it, and finally, module C was heated with a hot plate and then pierced by repeatedly. Modules A and B caught visible fire, module B even exploded several times, while module C failed to ignite with only white smoke indicating visible evaporation of the electrolyte solution after the battery rupture.
Table 1. The detailed description of Li-ion vehicle batteries.
| Empty Cell | Module A | Module B | Module C |
|---|---|---|---|
| Number of cells | 24 (12 × 2) | 16 (8 × 2) | 24 |
| Energy (kWh) | 6.86 (24 × 0.286) | 6.86 (16 × 0.429) | 6.86 (24 × 0.286) |
| Weight (kg) | 30.8 | 30.5 | 30.8 |
| Dimensions (mm) | 590 × 225 × 108 | 590 × 225.35 × 108.5 | 590 × 225 × 108 |
| Nominal voltage (V) | 44 | 29 | 28 |
| Chemistry | NMC/graphite nickel/manganese/cobalt (6:2:2) |
NMC/graphite nickel/manganese/cobalt (8:1:1) |
NMC/Alu nickel/manganese/cobalt (8:1:1) |
Although Module B consists of 16 cells arranged in an 8 × 2 configuration compared to the 24-cell arrangements of Modules A and C, its total mass (30.5 kg) and nominal energy capacity (6.86 kWh) are equivalent to Modules A and C (~30.8 kg). This is due to Module B utilizing larger, higher-capacity individual cells (0.429 kWh/cell vs. 0.286 kWh/cell in A and C) along with heavier internal structural framing. Furthermore, Module B features an NMC 8:1:1 cathode chemistry, which possesses lower thermal stability than the NMC 6:2:2 chemistry of Module A, contributing to the violent combustion and complete physical breakdown observed during its ignition trial.
The vehicle batteries were left to completely burn for approx. 1 hour and immersed in barrel A, B, and C with 230 L of tap water. The experimental vessels used were food-grade, high-density polyethylene (HDPE) barrels previously designated for drinking water storage to ensure chemical inertness; the barrels were thoroughly drained and verified clean, with no standing water left inside prior to the introduction of the experimental matrix. A blank water sample was taken from all three barrels prior to the battery submersion.
Water samples were taken from each barrel over 112 days (three months), using a pristine, unused HDPE sampler. Before taking each sample, the water in the barrels was well mixed and samples were extracted from the middle part of each barrel. The samples were fully analyzed. The complete schedule of sampling and type of samples are shown in Table 2.
Table 2. The schedule of sampling campaign.
| Sampling Day | 1 | 2 | 3 | 4 | 7 | 10 | 14 | 17 | 21 | 28 | 42 | 56 | 84 | 112 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Mixed sample | ? | ? | ? | ? | ? | ? | ? | ? | ? | ? | ? | ? | ? | |
| Sample for Ecotoxicity tests | ? | ? | ? | ? | ? | ? |
From the physicochemical parameters; pH, conductivity, salinity, neutralization capacity, Volatile Suspended Solids (VSS), Total Suspended Solids (TSS), Chemical Oxygen Demand (COD), Dissolved Organic Carbon (DOC), Adsorbable Organically bound Halogens (AOX), bromides, chlorides, fluorides, ammonia nitrogen, nitrites, nitrates, phosphates, sulfates and selected metals were determined in all mixed samples. All samples were filtered through 0.45 um glass fiber filter (Whatman™) prior the measurements. Each sampling day, a 250 mL of water sample was also taken into the glass sampler for organic analysis. The glass sampler was filled completely with water and closed without headspace to avoid further oxidation. On specific days (see Table 2), samples for ecotoxicity tests were taken as well, together with the samples for physicochemical analysis. Ecotoxicity tests were performed on the following: Daphnia magna, Aliivibrio fischeri, and Lemna minor. Finally, toxicity to soil organisms was monitored through a dehydrogenase activity (DHA) test, as described below in chapter 2.2.2.
2.1.2. Experimental limitations and matrix considerations
Given the logistical and economic constraints of large-scale vehicle battery destruction testing, this work is framed as a descriptive, single-module exploratory case study (n=1 per ignition condition). Consequently, between-barrel variations are interpreted descriptively rather than through comparative inferential statistics. Tap water was utilized as the baseline matrix, representing typical municipal firefighting water. While tap water contains minor background halides and residual free chlorine (typically 0.2–0.5 mg/L), the potential for chlorine-induced halogenation of organic electrolyte degradation products was minimal. Under the strongly alkaline conditions (pH > 11) generated within 24 hours of submersion, residual chlorine rapidly off-gasses or converts to unreactive species. This was confirmed by AOX monitoring, which remained near detection limits in Barrels A and B. In Barrel C, where organic compounds were most prevalent, AOX peaked early (Day 25) and subsequently declined, showing no cumulative chlorination trend attributable to tap water background chlorine.
Additional environmental factors must be considered when extrapolating these static laboratory barrel results to field conditions: (1) In real-world open containment basins or salvage yards, 3 months of exposure to sunlight, wind, and ambient temperature fluctuations would induce significant water evaporation. This volume reduction would further concentrate mobile pollutants (e.g., Li+, F-), resulting in higher pollutant concentrations in residual water than observed in our static, unevaporated barrel setup. (2) While this study models wastewater dynamics for single passenger vehicle modules (~230 L tap water per ~30.8 kg module), large-scale Stationary Energy Storage Systems (ESS) present significantly different water-to-battery mass ratios during suppression. Consequently, while the leaching dynamics and pollutant types are directly transferable, absolute pollutant concentrations from multi-megawatt ESS fires cannot be directly adopted from these vehicle-scale values.
Additionally, for the Aliivibrio fischeri bioluminescence assay, the mandatory neutralization (pH 6.8–7.2) and subsequent syringe filtration required to eliminate white haze may have caused the precipitation or adsorption of certain amphoteric metals (e.g., aluminum complexes) and hydrophobic organic compounds. This sample preparation step represents a standard protocol artifact that may lead to a conservative underestimation of the raw effluent’s true microbial ecotoxicity.
2.2. Analytical methods
2.2.1. Physico-chemical methods
CODCr values were determined by the semi-micro method according to ISO 15705 (2002). The decanted samples were mineralized with an oxidizing and catalyst solution for 2 h at a temperature of 150°C in test tubes placed in a thermo-box. The absorbance was measured after cooling the reaction mixture and diluting it with demineralized water at a wavelength of 600 nm in a cuvette with an optical length of 5 cm, the results were calculated from the calibration dependence. COD results were not corrected for halide content beyond standard masking protocols. Chloride interference was mitigated by the addition of Hg2+, whereas the presence of fluorides and bromides was considered to have no significant influence on the analysis due to the negligible reactivity of fluorides and the low concentrations of bromides in the samples. Acid neutralizing capacity (ANC) (ISO 9963-1 (1994), Part 1 and Part 2) were determined in nonfiltered samples by titration with a strong acid (HCl, c = 0.1 mmol/L) with visual indication of the end of the titration using phenolphthalein for carbonate alkalinity ANC8.3 (phenolphthalein alkalinity, p-alkalinity) and a mixed acid-base indicator (methyl red, bromocresol green) for alkalinity ANC4.5 (total alkalinity, m-alkalinity). Each sample was carefully titrated in triplicates. The concentration of bromides was determined spectrophotometrically using the phenol red method (APHA, 2012). The method is based on the oxidation of bromides present in the sample with chloramine-T and subsequent bromination of phenol red. The concentration of fluorides was determined spectrophotometrically using the SPADNS method (APHA, 2012). The method is based on the reaction of fluorides with Zr4+ in the acid environment. The non-colorful complex ZrF6– reacts with SPADNS and creates red colored complex depending on the concentration of fluorides.
2.2.2. Ecotoxicity tests
All ecotoxicological results are expressed as a percentage (%), representing the volume-based concentration (v/v) of the wastewater sample within the test medium. These values indicate the degree of dilution of the effluent required to achieve the calculated EC50 or EC20 endpoints.
Testing of the samples for Aliivibrio fischeri bacteria was carried out in accordance with ISO 11348-2. This test is designed to detect the inhibition of natural bioluminescence of the bacteria by measurement in a luminometer. The samples had very high pH values and prior to the determination it was necessary to adjust them with HCl to pH values between 6.8 and 7.2. Samples had to be filtered through a syringe filter after pH adjustment due to white haze formation. All samples were then salinized to account for the relatively high conductivity, resulting in a salinity of 2 %. Screening tests were carried out first. Based on the results of these tests, concentration ranges were determined for each sample to establish an EC50 value. For all samples, the concentrations tested ranged between 16.6 and 80 % (v/v). Liquid-dried bacteria (LCK 482, Hach Lange, GmbH) were revitalized with a special solution and kept at 15°C in a thermo-block throughout the test. The samples were diluted and a minimum of 5 concentrations were tested each time, with the highest concentration tested being 80 % where appropriate. The control (2 % NaCl solution only), samples and standard (Zn2+ solution) were measured in sequence using a luminometer after 15 and 30 minutes of exposure to the bacteria. Tests were performed in triplicate. From the results obtained, the EC50 or EC20 values were calculated, representing the concentration (v/v) that causes a 50 or 20 % reduction in bioluminescence.
Duckweed assay was conducted according to ISO 20079 using Lemna minor L., strain Steinberg (FDA, Berlin, Germany). Steinberg medium modified by Altenburg (pH 5.5 ± 0.2) was chosen as control and dilution medium to achieve a concentration rate of samples. Growth rate was based on total frond area that was determined using image analysis NIS Elements (Version 5.20, Laboratory Imaging, Prague, Czech Republic). After 7-day-exposition the total chlorophyll was determined by extraction in pure methanol (24 h; 4°C, dark) followed by spectrophotometry (Shimadzu UV-1900, Japan). The calculation of the pigment content per frond area was made according to Wellburn (1994).
Determination of Daphnia magna inhibition was carried out according to the standard EN ISO 6341 (2012). The same artificial medium (ADaM, see composition in Supplementary Materials) was used for both daphnia hatching and the assay itself. The pH of the prepared medium was adjusted to 7.5 ± 0.5 using 1M hydrochloric acid and 1M sodium hydroxide solution. The test solutions were added to 100 mL beakers and young daphnids (aged less than 24 hours) were transferred using a Pasteur pipette, 5 per beaker. The daphnia were not fed or aerated during the test. After 24 h and 48 h, immobilization of daphnia was recorded. The validity of the test was verified using controls where no more than 10 % immobilization could occur. All measurements were performed in four repetitions. Probit analysis was used to interpret the ecotoxicological tests. A log(concentration) probit regression model was used to calculate slopes and intercepts. The Microsoft Excel software was used for the calculation of the LC50 values and fiducial confidence intervals at 0.05 level of significance.
Soil dehydrogenase activity (DHA) was measured after application of liquid samples into two types of standard soils (Lufa Speyer, Germany) according to ISO 23753-1. Lufa soil type 2.2 is characterized as a sandy loam soil with an organic carbon content (TOC) of 1.61±0.44 %, pH (0.01 M CaCl2) of 5.6±0.4, cation exchange capacity (CEC) of 85±121 meq/kg and maximum water-holding capacity (WHCMAX) of 433±51 g/kg. Lufa soil type 2.4 is characterized as a loam soil with TOC of 1.95±0.25 %, pH (0.01 M CaCl2) of 7.4±0.1, CEC of 212±151 meq/kg and WHCMAX of 458±27 g/kg. Soils were air-dried at laboratory temperature, contaminated with samples to 50 % WHC and incubated in glass vessels covered with aluminum foil at 20±1°C. Samples of contaminated soils were air-dried for soil pH determination according to ISO 10390 using 0.01 M CaCl2. After seven days of incubation, DHA was conducted. All parameters measured in samples were expressed as percentage of inhibition (immobilization) in comparison with control. No observed effect concentration (NOEC) and the lowest observed effect concentration (LOEC) were determined via Dunnett test using GraphPad Prism SW. EC50 with 95 % confidence interval was calculated based on inhibition data via nonlinear regression using GraphPad Prism (Version 10.2, Boston, MA, USA).
The overview of all standard procedures used for the analysis is described in Table 3.
Table 3. The summary of all used standard methods and international standard operational procedures (ISO).
| Analyte | Type of parameter/assay | ISO |
|---|---|---|
| CODCr | Physico-chemical parameter | ISO 15705 (2002) |
| ANC | Physico-chemical parameter | ISO 9963-1 (1994) |
| Bromides | Physico-chemical parameter | Standard Methods 4500-Br-B |
| Fluorides | Physico-chemical parameter | Standard Methods 4500-F-D |
| AOX | Physico-chemical parameter | ISO 9562 (2004) |
| Aliivibrio fischeri | Fresh water assay | ISO 11348-2 |
| Daphnia magna | Fresh water assay | ISO 6341 |
| Lemna minor | Fresh water assay | ISO 20079 |
| DHA | Functional microbial assay | ISO 23753-1 |
2.2.3. Instrumental methods
The pH value of the samples was determined using a desktop pH meter InoLab pH level 2 (WTW GmbH & Co, Germany) with combined pH electrode HC 173-FES (THETA 90, Czech Republic), and the specific conductivity was measured with an InoLab Cond 740 instrument (WTW GmbH & Co, Germany).
Concentrations of selected metals (Li, As, Cr, Zn, Sb, Cd, Pb, Ni, Mn V, Ca, Cu, Na, K, Tl, Al, Ba, Be, Co, Fe, Mg, Mo, Se, Sn, Sr, Ti) were determined with ICP-OES instrument, Perkin Elmer- Optima 2000DV (PerkinElmer, Massachusetts, USA). This device consists of a peristaltic pump, a nebulizer, a double monochromator, a CCD detector and a plasma head with an induction coil. It is a dual spectrometer, which means that it enables double, axial and radial observation of the discharge. The PerkinElmer-Optima 2000 DV uses a spectral region between 160-900 nm, and the detection limit is 10 ug/L.
Na and K concentrations were measured using a SavantAA atomic absorption spectrometer (GBC Scientific Equipment, Australia) with a continuous source of radiation, which enables hyperpulse background correction. Furthermore, this apparatus consists of a Festie-Elbert grating monochromator, a universal photomultiplier, an atomizer and a hollow-cathode discharge lamp.
The analysis of nitrite, nitrate, ammonia nitrogen, phosphate, sulfate, and chloride were done by the Thermo Scientific™ Gallery™ Analyzer (Thermo Fisher Scientific, Massachusetts, USA).
AOX were determined by LTX-2000 (LABTECH Ltd., Czech Republic) according to the ISO 9562 (2004). During the procedure, a shaking method was used and to achieve the desired pH value < 2, it was necessary to add 1-2.5 mL of concentrated HNO3 per 100 ml of sample, due to its buffering capacity. The uncertainty of determination is 10 %. The standard addition method was used to verify possible interferences.
X-ray fluorescence (XRF) was used for the elemental analysis of the solid particles in the samples. A 250 ml sample was filtered through 0.45 u membrane filter, and dried. Filters with suspended solids were analyzed directly using ED-XRF ElvaX Mobile. For the analysis, dual task method with usual task 35 kV, 10 µA 20 seconds (pre-filter Al-800 µm) and Light task 12 kV, 50 µA, 80 seconds (without pre-filter) were used.
Organic compounds were analyzed using Gas chromatography–mass spectrometry (GC-MS). Water samples for GC-MS analysis were filled into 250 mL glass bottles with GL-45 caps without headspace. Samples of organic compounds were collected by thin-film solid-phase microextraction (TF-SPME) membranes submerged into water samples for 15 minutes during continuous stirring of samples on magnetic stirrer (at laboratory temperature). After 15 minutes TF-SPME membranes were rinsed with demineralized water and dried and then transferred into Markes thermal desorption tubes and desorbed in Markes thermal desorption system TD100-XR and analyzed at GC-MS system Agilent 5977C MSD with Agilent 8860 GC. Because TF-SPME provides semi-quantitative peak-area profiles, GC-MS results are interpreted based on detection frequency and temporal trends rather than absolute concentrations.
Vario EL Cube (Elementar GmbH, Germany) was used for the simultaneous determination of carbon, hydrogen, nitrogen and sulfur. The analyzer is equipped with a TCD detector and additionally IR detector which is used for determination of the low sulfur content (below 100 ppm). Simultaneous C, H, N, S determination is based on high-temperature (up to 1200°C) combustion of the analyte in the oxygen stream. Gaseous products of combustion (N2, CO2, H2O a SO2) are purified, separated and finally determined by TCD. Typical samples are organic chemicals, but many inorganic compounds can be analyzed as well.
Fully automatic sequential XRF – spectrometer Axios (PANanalytical, Holland) was used for qualitative and quantitative element analysis. The spectrometer is equipped with Rh tube, 4kW generator, 3 collimators, 8 crystals (PX1, PX4a, PX5, PX7, PE002, Ge 111, LiF 200, LiF 220), and 2 detectors – proportional and scintillation.
Detailed analytical quality control parameters, including instrument-specific limits of detection (LODs), standard measurement uncertainties, method recoveries, and matrix validation protocols, are comprehensively documented in Table S1 of the Supplementary Materials S1.
3. Results
Since the battery of module A was ignited by a short circuit, it was not completely damaged, unlike the battery of module B, which needed repeated breakthroughs for complete ignition, resulting in strong damage. Module C was destroyed partially. The type of ignition and subsequent destruction of the battery type played a crucial role in the final battery condition (Fig. 1). The destruction of modules could be ordered as: module A (almost untouched, slight burn), module C (mildly burned on the outside from hot plate, evaporated electrolyte), and module B (completely destroyed by blasts as well as by the fire). For this reason, also the submerging wastewater composition in the barrels looked different. The TSS from module A was around 11.6 g/L, the TSS of module B was more than twice higher, approx. 29.7 g/L, and TSS of module C was low (approx. 0.9 g/L). However, despite the high difference between the TSS, the VSS of mixed samples was very similar and reached 3.9, 2.4 and 2.4 mg/L in barrels A, B, and C, resp. after 112 days.
Fig. 1. Vehicle batteries after ignition (before submerging into the barrel with water). Left – module A (ignited by short circuit, visible but small fire, no blasts), Middle – module B (ignited by repeated breakthrough, complete destruction, heavy fire, several blasts), Right – module C (heated by hot plate and ignited by repeated breakthrough, without visible fire, only white smoke release).
3.1. Mixed samples
The wastewater from battery fires, module A, B and C, reached very similar pH values (11.3, 11.4, and 12.4, resp.), conductivity of module A, and B were high (22.5 and 23.1 mS/cm, resp.), while in module C, it reached only 5.7 mS/cm. While the increase of pH was practically immediate and reached the final value the first day after the battery submersion in all barrels, the conductivity was slowly but constantly increasing in barrels A and B until it reached stable value (plateau) on day 84 (more precisely somewhere between day 56 and 84). In barrel C, stable value in case of conductivity was never reached and kept increasing (Fig. 2, 1C).

Fig. 2. The concentration of selected parameters in submersion experiment: conductivity, pH value, ANC4,5, and ANC8,3 (1A – for module A; 1B – for module B, 1C – for C module); fluorides and bromides (2A – for module A; 2B – for module B, 2C – for C module); and Lithium and aluminum (3A – for module A; 3B – for module B, 3C – for C module). Note the different second axes of 2A compared to 2B and 2C.
The COD fluctuated over the complete 112 days with a maximum of 72 and 123 mg/L for A and B, resp. COD of module C was continuously increasing from 112 mg/L on day 1 to more than 500 mg/L on the last day of sampling. A similar trend followed the AOX analysis, while in module A and B, the value did not exceed 20 ug/L in all samples analyzed, in module C, the AOX reached peak up to 900 ug/L on day 25 and then decreased to 10-30 ug/L on the last days (AOX data not shown). The value of alkalinity ANC4.5 was slow but constantly increasing in barrels A and C (Fig. 2, 1A-1C). In barrel A, it did not even reach stability (with max. of 174 mmoL/L in day 112). In barrel B, stability in alkalinity ANC4.5 (189 ± 3 mmoL/L) was reached approx. after 5 days. In barrel C, the alkalinity was much lower compared to A and B but constantly increasing without stabilization until the very last day of sampling. The course of ANC8.3 was similar in all barrels, constantly increasing throughout the 112 days, however in barrel C, the value was significantly lower.
In terms of halides, bromides and fluorides were measured in the water samples (Fig. 2, 2A-2C). Bromides appeared in the barrels in all three cases after 21 days and their concentration was around 0.8, 3.6 and 5.0 mg/L after 112 days for modules A, B and C, resp. (Table 4). The concentration of fluorides was increasing throughout the entire sampling period and reached 190 mg/L in barrel A, 218 mg/L in barrel B, and 82.7 mg/L in barrel C (Table 4). The concentrations of chlorides were basically stable in all barrels and were approx. 25.2 ± 3.6 mg/L in barrel A, 39.4 ± 6.1mg/L in barrel B, and 24.7 ± 2.2 mg/L in barrel C (chloride data not shown).
Table 4. Concentration of selected parameters on first day (1) and last day (112). The arrow indicates the decreasing or increasing values over the whole experiments (“?”?= decreasing trend, “?”?= increasing trend, “?“?= same value, “??” = first increase followed by decrease).
| Empty Cell | unit | Barrel A | Barrel B | Barrel C | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Empty Cell | day | 1 | 112 | Empty Cell | 1 | 112 | Empty Cell | 1 | 112 | Empty Cell | |||
| Sulfate | mg/L | 13.3 | 225.3 | ? | 229.3 | 340.1 | ? | 40.2 | 7.9 | ? | |||
| Phosphate | mg/L | 0.2 | 0.1 | ? | 1.1 | 0.6 | ? | 1.6 | 3.1 | ? | |||
| Nitrite | mg/L | < 0.1 | 0.3 | ? | < 0.1 | < 0.1 | ? | < 0.1 | < 0.1 | ? | |||
| Nitrate | mg/L | 6.1 | 2.5 | ? | 6.5 | 5.2 | ~ | 4.6 | 0.7 | ~ | |||
| Ammonia nitrogen | mg/L | 0.1 | 6.6 | ? | BDL | 5.9 | ? | 0.1 | 0.8 | ? | |||
| Fluoride | mg/L | 50.5 | 189.8 | ? | 109.3 | 218.2 | ? | 7.8 | 82.7 | ? | |||
| Bromide | mg/L | BDL | 0.8 | ? | BDL | 3.6 | ? | BDL | 5.0 | ? | |||
| Chloride | mg/L | 26.1 | 26.4 | ~ | 32.3 | 32.0 | ? | 26.2 | 28.7 | ~ | |||
| AOX | µg/L | BDL | 16 | ? | BDL | BDL | ? | 33 | 15 | ?? | |||
Fig. 3. The results of EC50 during ecotoxicological tests: Daphnia magna (1A for barrel A, 1B for barrel B, 1C for barrel C); Lemna minor (2A for barrel A, 2B for barrel B, 2C for barrel C), Aliivibrio fischeri (3A for barrel A, 3B for barrel B, 3C for barrel C), and DHA (4A for barrel A, 4B for barrel B, 4C for barrel C). For Aliivibrio fischeri in barrel A (3A), only EC20 was detectable. Note the different Y axes for (1C, 2C, and 3C).
GC-MS screening revealed scenario-specific semi-quantitative temporal patterns in the appearance and disappearance of organic compounds across the three barrels (Tables S2–S4). Volatile aromatics such as benzene, toluene, ethylbenzene, and xylenes were consistently detected on day 1 in all barrels, but their presence declined rapidly: benzene disappeared after day 1 in barrels A and B and after day 42 in barrel C, while toluene persisted longer, appearing on 7–8 sampling days in barrel B and up to day 84 in barrel C. Mid-period samples (days 3–28) showed increasing frequency of oxygenated compounds such as 1-butanol and benzaldehyde, which appeared on 6–8 sampling days, indicating secondary formation during submersion. Heavy alkanes exhibited strong late-period persistence: barrel B contained the broadest range, with C17–C32 alkanes detected on 4–5 separate sampling days, including triacontane (C30) and dotriacontane (C32) by day 56. Barrel A showed fewer heavy alkanes, mostly appearing only in late samples (days 42–56), while barrel C lacked heavy alkanes entirely and instead exhibited long-term presence of oxygenated heterocycles such as 2-methylfuran, 2,5-dimethylfuran, and 2-acetyl-5-methylfuran, each detected on 6–8 sampling days. Persistent compounds such as 2-ethyl-1-hexanol and benzothiazole appeared in nearly every sampling day across all barrels (7–10 occurrences), demonstrating high stability or continuous release. Late-period samples (days 84–112) showed a shift toward more complex structures, including phenolic derivatives and small acids (e.g., m-cresol and acetic acid), consistent with progressive electrolyte degradation. A complete list of compounds and detection frequencies is provided in Supplementary Material S2 (Tables S2–S4).
Finally, after the filtration of wastewater, all the filters were analyzed by XRF. The results showed very strong composition of practically all components. The TSS composition of barrels A and B was very similar, while barrel C slightly diverged indicating that it plays a crucial role if the battery catches fire or not. The list of emitted elements with high concentration were Al, Cl, Si, P, Ca, K, Mn, Co, Ba, Zn, Ni and Cu. Figure S1 with all mentioned crucial parameters displayed can be found in Supplementary material S2.
3.2. Ecotoxicity tests
Fig. 4. Time-course progression of chlorosis and tissue decay in Lemna minor exposed to wastewater from barrels A, B, and C, compared to control conditions. Images captured at days 1, 7, 28, and 112 illustrate the impact of the wastewater from each barrel on pigment stability and plant viability. Scale bars: 10 mm.
In contrast, barrel C displayed a delayed toxicity profile and a unique target range. While it was the least toxic to crustaceans and plants, it proved to be the most hazardous to microbial communities. This was evidenced by the Aliivibrio fischeri bioluminescence assay (Fig. 3, 3A-3C), where barrel C reached a high toxicity level with an EC50 of 1.8 % at day 112. Conversely, barrels A and B had a much lower impact on these marine bacteria, with barrel B showing an EC50 of only 73.3 % and barrel A showing no measurable EC50 within the tested range. Interestingly, barrel C initially exhibited a hormetic effect on Lemna minor, where low-dose exposure stimulated growth before cumulative leaching led to toxicity.
Fig. 4 illustrates the temporal phenotypic response of Lemna minor exposed to wastewater from barrels A, B, and C, compared to the control group. Wastewater from all three barrels induced progressive chlorosis and tissue necrosis. Barrel A exhibited the most rapid onset of toxicity, with significant bleaching observed as early as day 28. In contrast, barrels B and C demonstrated a slower rate of pigment degradation, suggesting a lower initial phytotoxicity; however, by day 112, all treated cultures showed signs of advanced decay. These observations indicate a time-dependent negative impact of the wastewater on the physiological stability of Lemna minor, with the severity of the response varying according to the treatment source.
The assessment of soil health via Dehydrogenase Activity (DHA) inhibition further differentiated the samples (Fig. 3, 4A-4C). DHA serves as a key indicator of the overall metabolic activity of soil microorganisms. Data from the DHA inhibition tests (conducted on acidic Lufa 2.2 and alkaline Lufa 2.4 soils) indicated that barrel A and barrel B caused substantial metabolic suppression, with inhibition levels often exceeding 50–80 % as leaching progressed. Interestingly, in the early stages, these samples occasionally showed negative inhibition (stimulation), suggesting a transient hormetic effect or nutrient input before the toxic components reached critical concentrations. Barrel C, however, maintained a much lower impact on soil DHA, with inhibition values remaining close to zero or even showing slight stimulation in some cases, confirming that its primary toxic impact is aquatic-specific rather than soil-metabolic. Overall, a consistent temporal trend was observed across all tests: toxicity significantly increased over the 112-day period, indicating a progressive leaching of bioavailable toxic substances from the source materials.
4. Discussion
4.1. Influence of battery destruction on wastewater composition and pollutant load
While a static 112-day submersion regime differs significantly from the immediate, high-flow operational phase of active fire suppression, these experimental conditions are highly representative of real-world post-incident logistics. Under current emergency protocols, severely damaged or burned EVs may be transported to salvage yards, open containment areas, or specialized quarantine zones where they may be left exposed to precipitation or intentionally submerged in retention basins for extended periods to prevent delayed chemical reignition. The water-to-battery mass ratio used here acts as a boundary case study to model the long-term leaching kinetics and chemical “maturation” of trapped runoff within confined containment environments.
However, two critical operational factors limit the direct extrapolation of these baseline concentration values to all field scenarios: (1) In an unsealed, open-air containment basin, 3 months of exposure to solar radiation, wind, and ambient temperature fluctuations would lead to substantial water evaporation. Because key inorganic contaminants such as lithium (1.54 g L-1) and fluorides (218.2 mg L-1) as well as heavy organic residues do not volatilize at ambient temperatures, water loss would drive a sharp increase in contaminant concentrations in the residual pooled water beyond the values reported in this static, unevaporated trial. (2) While the deployment of stationary ESS in renewable energy grids presents magnified fire suppression hazards due to massive cell aggregations, the water-to-battery mass ratio during an ESS incident is fundamentally different from a single passenger vehicle fire. ESS fires typically demand extended, high-volume deluge cooling over tens of hours, altering the dilution dynamics. Consequently, while the qualitative leaching dynamics, inorganic pathways, and toxicological risks identified here apply universally to lithium-ion chemistry, the exact wastewater concentrations from ESS fires cannot directly adopt the absolute quantitative values measured in this single-vehicle module study.
The degree of destruction during LIB fire critically determines the composition and pollutant load of firefighting wastewater, as demonstrated by the marked differences observed among the three experimental modules in this study. Module B, which underwent complete destruction with heavy fire and several blasts following repeated breakthrough ignition, consistently exhibited the highest concentrations of contaminants across nearly all measured parameters. In contrast, barrel A (ignited by short circuit with small visible fire and no blasts) and barrel C (heated by hot plate with repeated breakthrough ignition, producing only white smoke without visible fire) showed substantially lower pollutant loads, though still environmentally significant.
The relationship between thermal runaway severity and contaminant release is well-established in the literature. Quantitative chamber tests of prismatic nickel-rich cells have shown that thermal runaway emissions can account for approximately 28.5 % of total cell mass, with substantial settleable particles and numerous elemental species detected (Zhang et al., 2019). Severe thermal runaway events produce large particulate loads and multi-phase emissions including gases, soot, and settleable particles, thereby increasing the pollutant mass captured in runoff and extinguishing water (Quant et al., 2023; Zhang et al., 2019). In contrast, minor fires or surface soot deposition tend to leave mainly soot and metal-oxide surface contamination, which transfers into water at lower mass loads than full cell rupture and combustion (Sturm et al., 2022).
In the present study, module B’s complete destruction resulted in lithium concentrations reaching 1.5 g/L, fluoride concentrations up to 218 mg/L, and conductivity values approaching 20 mS/cm; levels comparable to landfill leachates (Benaddi et al., 2022). These extreme values reflect the extensive breach of cell integrity, allowing maximum contact between internal battery components (cathode materials, electrolyte, separator, and current collectors) and the immersion water. The prolonged 112-day submersion period further facilitated continuous leaching of soluble species and gradual dissolution of less-soluble metal oxides and fluoride compounds. Barrel A, despite experiencing visible fire, maintained greater structural integrity, resulting in intermediate pollutant concentrations. Barrel C, characterized by white smoke release without visible flames, demonstrated that even thermal events without overt combustion can release significant quantities of contaminants, particularly volatile and semi-volatile organic compounds and fluoride species from electrolyte decomposition. Semi-quantitative GC-MS detection frequencies (Tables S2–S4) confirm that heavily damaged modules released the broadest range of persistent organics, while venting modules produced long-lasting oxygenated heterocycles. However, the detection of aromatic hydrocarbons (benzene, toluene, ethylbenzene, xylenes), aldehydes (benzaldehyde, nonanal), alcohols (1-butanol, 2-ethyl-1-hexanol), alkanes, benzothiazole, and sulfur dioxide across all three modules (with varying temporal patterns) underscores that organic pollutant profiles are influenced by both combustion intensity and thermal decomposition pathways.
Studies extrapolating measured runoff concentrations from large-scale battery fire incidents indicate potential exceedance of ecological thresholds, with environmental hazard potential rising proportionally with incident scale (Quant et al., 2023). The present findings confirm that firefighting operations involving severely damaged battery modules generate wastewater streams requiring specialized containment and treatment protocols, as uncontrolled discharge could pose severe risks to aquatic ecosystems.
4.2. Relation between wastewater contaminant and battery construction
The high concentrations of lithium, fluoride, cobalt, nickel, manganese, and aluminum observed in the firefighting wastewater are directly attributable to the specific construction and chemical composition of NMC LIBs used in electric vehicles. Understanding the source-to-contaminant mapping is essential for predicting pollutant profiles and designing targeted treatment strategies.
Lithium originates from two primary sources within the battery: the layered NMC cathode active material (LiNixCoyMnzO2, where x+y+z=1) and the electrolyte salt lithium hexafluorophosphate (LiPF6) dissolved in organic carbonate solvents (typically dimethyl carbonate, diethyl carbonate, and ethylene carbonate) (Pražanová et al., 2023). Both lithium sources are highly water-soluble or readily mobilized through electrolyte leakage and hydrolysis reactions (Pražanová et al., 2023). The observed lithium concentrations up to 1.5 g/L in barrel B (and 1.2 g/L in barrel A) wastewater reflect extensive dissolution of both cathode-bound lithium and electrolyte-derived lithium salts. The significantly lower concentration of lithium in barrel C (0.35 g/L) might be only from electrolyte-derived lithium salts since there was no visible harm to the battery itself.
Fluoride contamination arises predominantly from the decomposition and hydrolysis of LiPF6 electrolyte, fluorinated solvents, and polyvinylidene fluoride (PVDF) binder used in electrode fabrication and separator materials (Pražanová et al., 2023; Xu, 2014). The hexafluorophosphate anion (PF6–) is highly susceptible to hydrolysis, particularly under elevated temperatures and in the presence of moisture, producing hydrofluoric acid (HF) and lithium fluoride (LiF) according to the reaction: LiPF6 + H2O ? LiF + POF3 + 2HF (Pražanová et al., 2023; Xu, 2014). Thermal and oxidative decomposition during fire events further accelerates fluoride release from PVDF binder and separator materials (Ping et al., 2015; Xu, 2014). The measured fluoride concentrations up to 218 mg/L in this study are consistent with extensive electrolyte hydrolysis and polymer decomposition in barrel B.
Cobalt, manganese, and nickel are transition metals integral to the NMC cathode active material structure. In NMC chemistries, these metals occupy octahedral sites within the layered lithium metal oxide lattice, providing the electrochemical activity necessary for battery function (Aaltonen et al., 2017; Pražanová et al., 2023). During thermal events and prolonged water immersion, these metals are mobilized through several mechanisms: (1) acidic chemical leaching facilitated by HF generated from electrolyte decomposition, which aggressively dissolves layered NMC oxides (Aaltonen et al., 2017); (2) thermal and oxidative decomposition that converts structural metal oxides into more soluble forms (Ping et al., 2015); and (3) mechanical fragmentation and surface exposure that increases reactive surface area, particularly for moisture-sensitive nickel-rich NMC materials (Geldasa et al., 2022). Detailed pre-recycling analyses of NMC622 pouch cells have confirmed LiNi0.6Co0.2Mn0.2O2 cathode composition on thin aluminum current collectors, identifying these components as primary sources for transition metals in aqueous extracts prior to thermal modification (Pražanová et al., 2023). Acid-reducing leaching studies of spent lithium-ion battery electrode powders – specifically utilizing mineral acids like 2 M sulfuric acid or 4M hydrochloric acid with a hydrogen peroxide reducing agent– have demonstrated high extraction yields, with cobalt typically appearing most concentrated, followed by minor quantities of nickel and manganese (Aaltonen et al., 2017). In our study, all three metals stayed in the form of suspended solids and were not detected in the liquid phase. However, this introduces a distinct environmental pathways risk. If this untreated wastewater is discharged directly into surface waters, these metal-bearing solid particles will inevitably settle. Once embedded in aquatic sediments, changes in ambient environmental conditions – such as localized acidification, shifts in redox potential, or microbial activity – could remobilize these toxic transition metals into bioavailable ionic forms (Co2+, Ni2+, Mn2+), presenting a severe, long-term secondary ecotoxicological hazard to benthic communities.
The difference in NMC cathode stoichiometry (NMC 8:1:1 in Module B vs. NMC 6:2:2 in Module A) significantly influenced cell integrity during fire exposure. High-nickel cathodes (8:1:1) undergo greater structural degradation at elevated temperatures, accelerating physical cell fragmentation upon breach. Although transition metals (Ni, Mn, Co) remained in the solid particulate phase (TSS) without significant dissolution into the bulk liquid due to high ambient pH (11.3–12.4), the higher initial nickel and cobalt content in Module B generated a higher concentration of metal-laden particulate matter in runoff. If discharged without sediment filtration, these settled particles pose a localized secondary hazard upon long-term environmental weathering in aquatic sediments.
Aluminum contamination originates primarily from the thin aluminum foil used as the cathode current collector, with additional contributions from aluminum-containing cell casings and structural alloys (Aaltonen et al., 2017; Pražanová et al., 2023). The observed aluminum concentrations, peaking at approximately 50 mg/L in the wastewater, are primarily governed by the metal’s amphoteric nature under the highly alkaline conditions (pH 11–12) generated during battery submersion. In this pH range, aluminum does not precipitate as a solid hydroxide but instead forms a highly soluble aluminate complex, [Al(OH)4]– (Mukhamed’yarova et al., 2021). This explains the sustained presence of dissolved aluminum in the alkaline environment. The stabilization of these levels around 50 mg/L suggests a state of chemical equilibrium, likely influenced by the simultaneous leaching of lithium and fluorides, which may trigger the formation of secondary minerals such as Lithium-Aluminum Layered Double Hydroxides (LDHs) (Hoban et al., 2025). Consequently, while the wastewater may appear clear, it carries a high “latent” solids load that would rapidly precipitate as a gelatinous hydroxide floc if the pH were neutralized, posing significant challenges for downstream wastewater treatment and aquatic toxicity management (Krupi?ska, 2020).
The delayed appearance of bromide ions suggests that this species originates from the degradation of auxiliary battery components rather than the active cell chemistry. Brominated flame retardants (BFRs), commonly found in the structural plastics, connectors, and printed circuit boards of the battery pack, undergo thermal decomposition during the fire event (Watanabe and Sakai, 2003). The subsequent rise in bromide concentration during the submersion period indicates a diffusion-controlled leaching process. This leaching is likely exacerbated by the highly alkaline environment (pH > 11), which promotes the hydrolysis of brominated organic compounds, effectively mobilizing Br– into the aqueous phase.
Additional elements detected in this study (including calcium, potassium, barium, zinc, copper, silicon, phosphorus, and chloride) likely originate from secondary battery components (casings, terminals, electronic control modules), manufacturing residues, and impurities in raw materials. The comprehensive elemental profile observed in barrel B wastewater reflects the complex multi-material construction of modern electric vehicle battery modules.
4.3. Ecotoxicological impacts
The ecotoxicity profiles documented across all trophic levels represent the cumulative impact of chemical mixtures. In environmental toxicology, complex effluents frequently exhibit synergistic toxicity, where the co-presence of organic electrolyte solvents, volatile aromatic hydrocarbons, fluorides, and metals creates a significantly higher toxic hazard than would be predicted by summing individual compound thresholds.
The severe ecotoxicity observed in this study for Daphnia magna and Lemna minor, along with measurable effects on Aliivibrio fischeri, can be interpreted in the context of published toxicity thresholds for the individual contaminants present in the firefighting wastewater. While individual thresholds do not account for mixture synergism, comparing measured concentrations against species-specific effect concentrations (EC50, NOEC, LOEC) reported in the literature remains essential to identify the primary chemical drivers navigating the effluent’s overall toxicity.
The experimental results for barrel A and B reveal an extreme level of aquatic toxicity that aligns with, and in some cases exceeds, established toxicological literature for LIB effluents. For Daphnia magna, the observed EC50 values (reaching as low as 0.05 % of the raw sample) are consistent with the known high sensitivity of crustaceans to lithium (LC50 ? 16 mg/L according to Hamilton (1995)) and the synergistic effect of fluorides (F–), which typically become acutely toxic at concentrations above 100 mg/L (Camargo, 2003). In contrast, the lower sensitivity of Aliivibrio fischeri (where EC50 values were only reached at high wastewater percentages) reflects the higher bacterial tolerance to lithium-ion concentrations, which typically require thresholds exceeding 2,755 mg/L for significant bioluminescence inhibition (Roh and Sung, 2023). The phytotoxicity observed in Lemna minor (growth inhibition EC50 ? 1.4 %) corresponds with lithium’s ability to interfere with plant ion transport and photosynthetic efficiency at levels above 30 mg/L (Kszos and Stewart, 2003). Furthermore, the severe dehydrogenase activity (DHA) inhibition in soils (up to 80 %) highlights a profound disruption of microbial respiration, likely driven by the bioavailability of lithium and fluoride ions in the acidic Lufa 2.2 environment (Woli?ska and St?pniewska, 2012). Collectively, these data confirm that the measured concentrations of lithium (up to 1.5 g/L) and fluorides (up to 190 mg/L) create a highly hazardous effluent that undergoes significant toxicological maturation, necessitating robust treatment before environmental discharge.
In contrast to the extreme toxicity observed in the other samples, barrel C exhibited a significantly different toxicological profile, characterized by lower initial toxicity and a more gradual increase in hazardous potential. For Daphnia magna, the initial EC50 (48 h) of 16.32 % suggests a much lower concentration of bioavailable pollutants compared to barrel B, likely due to a higher water-to-battery ratio or a different battery chemistry. However, a notable “maturation” of the waste was observed, as toxicity intensified nearly tenfold by day 112 (EC50 ? 1.8 %). Interestingly, barrel C demonstrated the highest sensitivity in the Aliivibrio fischeri test (EC50 at approximately 1.8 % by day 112), which is atypical for lithium alone and suggests a specific accumulation of organic electrolyte degradation products or other soluble inhibitors. This extreme microbial toxicity may be primarily driven by the unique diversity of oxygenated heterocyclic compounds (such as 2-methylfuran, 2,5-dimethylfuran, and 2-acetyl-5-methylfuran) and unreacted volatile organics detected via GC-MS. Because barrel C did not undergo open combustion, these highly toxic organic electrolyte degradation products were preserved and slowly leached into the aqueous phase rather than being destroyed by flames, indicating that non-ignited venting events present an equal, if distinct, hazard to aquatic microbiomes. Regarding soil health, barrel C showed minimal impact on DHA (dehydrogenase activity), with results fluctuating near the baseline (ranging from minor stimulation to 21.4 % inhibition). This indicates that while the aquatic ecosystem remains at risk from barrel C effluent, the soil microbial respiration was significantly less compromised than in the presence of the more concentrated lithium and fluoride levels found in barrels A and B.
4.4. Regulatory compliance and pre-treatment necessity
The extreme concentrations of contaminants observed in this study, particularly in cases of severe battery destruction (barrel B), present a significant challenge for compliance with existing and emerging European water legislation. While the Drinking Water Directive (EU) 2020/2184 mandates a strict fluoride limit of 1.5 mg/L to protect human health, industrial and urban wastewater discharge is typically governed by localized sewer use regulations, which often set fluoride limits between 15 and 30 mg/L to prevent the corrosion of concrete infrastructure. Our results showed fluoride levels reaching up to 218.2 mg/L, exceeding these typical sewer discharge limits by nearly tenfold. Furthermore, while lithium currently lacks a universal EU-wide discharge limit, its inclusion in the 2026 Watch List under the Water Framework Directive highlights its status as a pollutant of emerging concern. The lithium concentrations measured in this study (peaking at 1.5 g/L) are several orders of magnitude higher than any anticipated ecological or municipal threshold.
In current practice, emergency units in several European countries already deploy mobile containment systems for hazardous firefighting runoff – such as portable retention basins, heavy-duty bladders, inflatable berms, or sealed fire-water traps – to prevent uncontrolled discharge into stormwater drains (EPA, 2019; SEPA et al., 2000; VdS Schadenverhütung GmbH, 2004). These systems are analogous to those used for industrial fires, chemical spills, and contaminated road runoff, where the priority is immediate hydraulic containment rather than treatment. However, during an active vehicle fire, emergency units prioritize life safety and immediate fire suppression, making the active containment of high-flow runoff on an open roadway operationally unfeasible in the moment.
Managing this unique effluent requires specialized mobile or stationary on-site containment systems, such as temporary heavy-duty retention bladders or specialized fire suppression water-traps deployed by emergency units. Traditional municipal wastewater facilities or road runoff oil-water separators are entirely unequipped to manage the dissolved lithium and fluoride loads identified in this study. Effective treatment must leverage a two-stage physico-chemical process: initial pH neutralization combined with calcium chloride (CaCl2) or lime (Ca(OH)2) dosing to induce the precipitation of insoluble calcium fluoride (CaF2), followed by advanced ion exchange or specialized precipitation matrices (such as sodium carbonate at elevated temperatures) to capture the highly mobile lithium ions.
5. Conclusions
This study demonstrates that the environmental impact of lithium-ion battery (LIB) fire suppression is a critical, yet overlooked, drawback of electromobility. Our 112-day immersion experiment reveals that the severity of battery destruction directly dictates the pollutant load, with fully compromised modules generating wastewater with conductivity levels (23.1 mS/cm) comparable to landfill leachates.
Key findings indicate that lithium and fluoride concentrations can reach 1.54 g/L and 218.2 mg/L, respectively, exceeding typical regulatory discharge limits by several orders of magnitude. Furthermore, a significant temporal “maturation” of toxicity was observed; EC50 values for Daphnia magna reached as low as 0.05 % after extended submersion, indicating that the ecological hazard intensifies over time as bioavailable contaminants leach from the cells. Notably, even non-ignited modules that only vent electrolyte smoke release hazardous organic pollutants and exhibit high microbial toxicity, as demonstrated by an acute Aliivibrio fischeri EC50 value of 1.8 %.
Ultimately, these results underscore that standard urban wastewater treatment is insufficient for managing such concentrated streams. To prevent the breakthrough of toxic elements like lithium and fluoride into aquatic ecosystems, specialized on-site containment and pre-treatment protocols must be integrated into emergency response strategies for electric vehicle incidents.
CRediT authorship contribution statement
Lucie Pokorna-Krayzelova: Conceptualization, Data curation, Investigation, Methodology, Project administration, Writing – original draft. Hana Kujalova: Data curation, Investigation, Writing – review & editing. Lucia Tajnaiova: Data curation. Klara Anna Mocova: Data curation. Martina Martinková: Data curation. Jana Kofronová: Data curation. Radek Vurm: Data curation. Jakub Pilar: Data curation. Krystof Rehak: Data curation. Barbora Stepanova: Writing – review & editing. Petra Najmanova: Writing – review & editing. Jan Karl: Writing – review & editing. Romana Friedrichova: Data curation. Marek Martinec: Data curation, Methodology. Jan Bindzar: Conceptualization, Data curation, Investigation, Methodology, Writing – review & editing.
Declaration of competing interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgements
This contribution was created with the special support of Ministry of the Interior, Czech Republic from the project VB02000068 “FiLiB – Protection of the population and emergency response units against emissions from fire of Li-Ion batteries” within the framework of the Czech Republic Security Research Program, development, testing and evaluation of new security technologies (SECTECH).
Appendix. Supplementary materials
Data availability
Data will be made available on request.
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