Comparative Analysis of Plant-Based Natural Coagulants for Wastewater Treatment
1
Department of Civil Engineering,
Vishwakarma Gov Engineering College,
Gujarat Technological University,
Ahmedabad,
Gujarat
India
Corresponding author Email: dhritinagda@gmail.com
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Rawat D. R, Parmar K. M, Thorat S. S. Comparative Analysis of Plant-Based Natural Coagulants for Wastewater Treatment. Curr World Environ 2025;20(1).
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Rawat D. R, Parmar K. M, Thorat S. S. Comparative Analysis of Plant-Based Natural Coagulants for Wastewater Treatment. Curr World Environ 2025;20(1).
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Article Publishing History
Received: | 2025-02-03 |
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Accepted: | 2025-04-01 |
Reviewed by: | ![]() ![]() |
Second Review by: |
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Final Approval by: | Dr. Mohammad Rafatullah |
Introduction
Water pollution generated from various sources poses a significant threat globally, indicating the urgent need for effective wastewater treatment. Turbidity, indicating suspended particles in water, demands attention due to its impact on water quality for various purposes. Wastewater treatment typically offer coagulation to remove suspended solids consciously improve water quality. The traditional method involves chemical coagulants like alum, which have several drawbacks like high cost, sludge disposal issues and raising concerns for environmental & human health. This issue has led to the exploration of alternative, eco-friendly solutions.Natural waste derived from plant materials such as papaya seed powder and tamarind seed powder provide a sustainable and eco-friendly alternative. These materials, along with orange peels and neem leaves, serve as effective bio-coagulants for wastewater treatment due to their inherent natural properties.
Papaya seeds function as a natural coagulant due to the presence of positively charged proteins. These proteins bind negatively charged particles such as silt, clay, bacteria, and toxins found in wastewater. This interaction enhances the formation and settling of flocs, leading to clearer water through processes of adsorption and charge neutralization. Additionally, papaya seed powder has the ability to combine with solids in water, facilitating their sedimentation at the bottom. This property further aids in the clarification of water by removing suspended particles.
Tamarind seeds serve as natural coagulants (bio coagulants) due to their protein content, which functions as polyelectrolytes. The dissolved protein possesses the -NH3+ group, allowing it to bind to negatively charged particles. This interaction destabilises the particles, leading to the formation of larger aggregates that can ultimately be precipitated.
Neem leaves, rich in tannins, flavonoids, and fatty acids, have been traditionally used for their medicinal properties, including potential effects on coagulation. Tannins in neem leaves can modulate the coagulation system.
Orange peel pectin is a natural coagulant and adsorbent that successfully lowers turbidity and eliminates contaminants from water. Orange peels are a rich source of this polysaccharide, which has several uses, most notably in wastewater treatment. Pectin present in orange peels acts as a flocculant, facilitating the aggregation of suspended particles in water, which aids in turbidity reduction
Papaya seeds, tamarind seeds, orange peels, and neem leaves are widely available as agricultural byproducts. Orange peels come from fruit markets and juice industries, while papaya and tamarind seeds are sourced from food processing waste. Neem leaves are abundant in tropical regions, making all these materials easily accessible and sustainable for wastewater treatment.
This paper investigates the effectiveness of papaya seed, Tamarind seed powder, orange peels and neem leaves powder as a coagulant for turbidity removal in wastewater treatment. Through systematic experimentation, we assess its performance under different dosages. We aim to provide insights into a sustainable approach to addressing turbidity issues in wastewater. By harnessing the natural properties of papaya seeds, tamarind seeds, orange peels, and neem leaves, we aim to contribute to greener and more efficient water treatment solutions. This research highlights the significance of exploring natural alternatives in the pursuit of cleaner and safer water resources, ultimately achieving Sustainable Development Goal 6 i.e. Clean Water and Sanitation.
A significant number of academic studies have assessed the performance of different natural coagulants in relation to water treatment. Natural coagulants are classified into two distinct categories: those derived from plant sources and those that are not derived from plant sources. Plant-derived coagulants can be derived from various sources such as leaves, seeds, fruit waste, tree bark and more. These plant-derived coagulants have been studied more extensively than non-plant-derived ones, mainly due to their cost-effectiveness.
In another study, Dollah found that the optimum pH for using orange peels as a natural coagulant is 5.0, with an optimal dosage of 60 mg/L, achieving up to 88.40% turbidity removal from synthetic water samples.
Several researchers have explored the use of citrus fruit peels for water treatment.
Jamila El Gaayda et al. experimented on moringa seeds, and the results demonstrated removal efficiencies of 98.5% for turbidity and 92.2% for dye from synthetic wastewater.
Moreover, Khan et al proposed that powdered neem seeds can be used as an effective coagulant to remove up to 86% of turbidity from water when used at an optimal dose of 3 g/L, pH of 13.2 and mixing conditions of 60 minutes at 80 rpm. This indicates that powdered neem seeds may serve as a viable alternative to traditional chemical coagulants in the treatment of drinking water.
Additionally, tamarind seed extract has been shown to act as a bio coagulant in reducing wastewater pollutants, with effective concentrations at 80 mg/L and 120 mg/L. Pujiastuti reported that tamarind seed powder achieved an 85% reduction in turbidity at a dosage of 30 mg/L, resulting in a final turbidity of 15 NTU. Furthermore, winged bean powder was found to achieve an 80% reduction in turbidity, emphasising the efficacy of these natural coagulants in water treatment.
Yimer found that Papaya seed extract proved to be an effective coagulant for water treatment.
achieving 96.32% total coliform removal and reducing turbidity to 4.25 NTU, meeting WHO drinking water standards.
Another research compares the efficiency of neem leaves and orange peels with textile waste and found neem leaf powered as a coagulant is more effective. The turbidity was reduced to approximately 4 NTU using neem, while orange peel powder reduced the turbidity to about 8 NTU. The pH remained alkaline with the use of neem, but it slightly decreased with the application of orange peel powder.
Farah Amira Binti Mohammad Lanan utilised fenugreek (Trigonella foenum-graecum) as a coagulant and okra (Abelmoschus esculentus) as a flocculant in the treatment of palm oil mill effluent (POME). The treatment accomplished removal efficiencies of 94.97% for turbidity, 92.70% for total suspended solids, and 63.11% for chemical oxygen demand.
Many other natural coagulant like Petai belalang (Leucaena leucocephala),
While various studies have explored the effectiveness of natural coagulants, there is a lack of comprehensive comparative analyses that evaluate the performance of multiple natural coagulants against each other under identical experimental conditions. This gap hinders the ability to identify the most effective coagulant for specific wastewater treatment scenarios.
Most studies on natural coagulants have been conducted at a laboratory scale, leaving a significant gap regarding their scalability for industrial applications. Research is needed to assess the practical challenges of implementing these coagulants in wastewater.
Table 1: Comparison of natural coagulant and traditional coagulant
Aspect | Natural Coagulants | Traditional Coagulants |
Eco-friendliness | High (biodegradable) | Moderate to Low |
Toxicity | Non-toxic | Potentially toxic (e.g., aluminum-based) |
Cost | Lower, especially in rural areas | Higher |
Sludge Volume | Low | High |
Byproducts | Minimal | Possible harmful residues |
Materials and Methods
Raw Water Quality
Wastewater samples were collected from a sewer manhole in Chandkheda, Ahmedabad, during September 2024. The pH of the water was measured at 6.9. Turbidity was recorded at 364 NTU. The Biochemical Oxygen Demand (BOD) and Chemical Oxygen Demand (COD) were 307 mg/L and 496 mg/L, respectively. These parameters represent the initial characteristics of the water used in the study.
Coagulant Preparation
Papaya seeds: The preparation of papaya seed coagulant for wastewater treatment involves several methodical steps to harness the natural coagulating properties of the seeds. First, fresh papaya seeds are extracted from the fruit and thoroughly washed to remove any residual pulp. These seeds are then dried by spreading them out under the sun for several days until fully dehydrated. Once dried, the seeds are reduced to a fine powder utilizing a high-performance blender. or grinder. To prepare the coagulant solution, 10gm of the papaya seed powder is dissolved in 500 ml distilled water, although this ratio can be adjusted based on the wastewater's characteristics. The solution is stirred thoroughly to ensure even dispersion of the powder. Lastly filter the solution to remove any remaining seed solids & collect the clear supernatant (liquid extract) and store it in a clean, airtight bottle.
Tamarind seeds: The tamarind seeds were gathered from kitchen refuse within the municipal jurisdiction. They were thoroughly cleansed and subsequently desiccated under sunlight for an extended duration until completely dehydrated. The desiccated seeds were thereafter processed into a fine powder utilizing a commercial mixer. Following the grinding process, the resultant material was subjected to sieving through a 750 um mesh, with the fraction exhibiting particle sizes smaller than 750 um designated for the experimental procedures. Fifty grams of the resultant powder was amalgamated with 1 L of distilled water and 1.0 M NaCl. The resultant mixture was agitated using a magnetic stirrer for a duration of 10 minutes to facilitate the extraction of the coagulation-active constituents. These constituents were subsequently filtered through filter paper, yielding a solution designated as crude extracts, which were prepared and preserved in a sterile container.
Neem Leaves: Neem leaves were collected and washed with distilled water, then dried naturally in sunlight for several days until fully dried. The dried leaves were crushed using a mixer and powdered, passing through a 75-micron sieve. To prepare a stock solution of the coagulant, 10 grams of the prepared powder was mixed with 1 litre of distilled water. The mixture was filtered through a muslin cloth. The resulting filtered solution, crude extract, was stored in a clean bottle for future use.
Orange Peel: Fresh orange peels were collected from a local market and thoroughly washed to remove dirt to prepare orange peel coagulant. Peels were dried naturally in sunlight until fully dried. After drying, the peels were manually cut into small pieces and finely crushed into a powder. Once dried, the powder was sieved through a mesh size of 600 µm to achieve uniform particle size. The resulting powdered orange peel was stored in an airtight container. To create the stock solution, 10 grams of the powdered peel were mixed with 1000 ml of distilled water, ensuring thorough dissolution by stirring. The solution was then left to stand to allow extraction of active compounds from the orange peel. The stock solution is filtered to remove any residual particles before storage in a clean, labelled container.
Jar test procedure
To determine the optimal dosages of the four coagulants mentioned, a systematic approach known as the jar test is employed. This process begins by filling six 1-liter beakers with raw wastewater samples, which are then labelled from 1 to 6 for easy identification.
Next, varying amounts of prepared stock solutions of each coagulant are added to the corresponding beakers. The mixtures are initially stirred vigorously at a rate of 100-150 revolutions per minute (rpm) for a duration of one minute. This rapid mixing phase is crucial as it ensures that the coagulants are evenly distributed throughout the wastewater, promoting effective interaction between the coagulants and the suspended particles.
Following the rapid mixing, the beakers are stirred at a slower rate of 20 rpm for a period 20 minutes. This slower stirring facilitates the formation of flocs, which are aggregates of particles that settle out of the water column. After the flocculation phase, the mixtures are allowed to settle undisturbed for 20 minutes. This settling period is essential for the flocs to grow larger and to separate from the treated water effectively.
Once the settling time has elapsed, the turbidity of the supernatant in each beaker is measured using a turbidity meter. Turbidity is an important indicator of water quality, as it reflects the concentration of suspended particles remaining in the water after treatment. The objective is to identify the optimum dosage of each coagulant, which is defined as the dosage that results in the lowest turbidity level. A lower turbidity indicates a more efficient coagulation process, leading to cleaner water.
To ensure accuracy and reliability of the results, multiple experiments are conducted with each coagulant. This comprehensive testing approach allows for the identification of the most effective dosage for coagulation, ultimately aiding in the treatment of wastewater and improving overall water quality.
Table 2: Raw Water Quality
Parameter | Unit | Value |
Ph | 6.9 | |
Turbidity | NTU | 364 |
BOD | mg/lit | 307 |
COD | mg/lit | 496 |
Fourier transformed infrared analysis (FTIR)
The Bruker Alpha FTIR equipped with ZnSe optics was utilised for Fourier Transform Infrared Analysis (FTIR) to identify the organic functional groups. The FTIR spectrum was recorded in the mid-IR range of 400–4000 cm-¹ utilising the attenuated total reflectance (ATR) method in ATR scanning mode.
For FTIR analysis, a small amount of the fine powdered sample is placed directly on the ZnSe ATR crystal. The powder was lightly pressed onto the crystal to ensure good contact and optimal penetration of infrared radiation. The sample was then analyzed using the ATR technique to obtain the FTIR spectrum.
Results and Discussion
The research project evaluated the performance of naturally obtained coagulants, including orange peels, papaya seeds, tamarind seeds, and neem leaves, for turbidity reduction. The findings revealed that neem leaves, when applied at an optimal concentration of 400 mg/L, accomplished a maximum removal of turbidity with an efficiency of 99.86%. Conversely, papaya seeds and orange peels exhibited comparable efficiencies, approximately 91% at significantly lower concentrations of 200 mg/L, final turbidity of 30 NTU and 30.9 NTU, respectively. Although tamarind seeds proved to be effective with an efficiency of 89.14%, they necessitated a considerably higher dosage of 1250 mg/L, leading to a final turbidity value of 39.5 NTU. These results represent the differential efficiency of natural coagulants. Table 3 and Figure 1 refers to the optimum dosage and corresponding turbidity removal and efficiency for each coagulant.
Table 3: Optimum dose of different coagulant
Coagulant: Papaya Seed | ||||
No | Dosage (ml) | Dosage (mg) | Turbidity (NTU) | % Turbidity Removal |
1 | 5 | 100 | 38.7 | 89.36 |
2 | 10 | 200 | 30 | 91.75 |
3 | 15 | 300 | 32.8 | 90.9 |
4 | 20 | 400 | 52.2 | 85.65 |
5 | 25 | 500 | 187.2 | 48.57 |
6 | 30 | 600 | 250 | 31.31 |
Coagulant: Tamarind Seed | ||||
1 | 5 | 250 | 49.3 | 86.45 |
2 | 10 | 500 | 44.6 | 87.74 |
3 | 15 | 750 | 44 | 87.91 |
4 | 20 | 1000 | 43 | 88.18 |
5 | 25 | 1250 | 39.5 | 89.14 |
6 | 30 | 1500 | 41.2 | 88.68 |
Coagulant: Orange Peel | ||||
1 | 1 | 100 | 33.4 | 90.82 |
2 | 2 | 200 | 30.9 | 91.51 |
3 | 3 | 300 | 39.3 | 89.17 |
4 | 4 | 400 | 65.1 | 82.11 |
5 | 5 | 500 | 69.1 | 81.01 |
6 | 6 | 600 | 120.5 | 66.89 |
Coagulant: Neem Leaves | ||||
1 | 10 | 100 | 41.8 | 88.51 |
2 | 20 | 200 | 21.5 | 94.09 |
3 | 30 | 300 | 2.2 | 99.39 |
4 | 40 | 400 | 0.5 | 99.86 |
5 | 50 | 500 | 1.4 | 99.61 |
6 | 60 | 600 | 3.2 | 99.12 |
![]() | Figure 1: Graph showing Efficiency of different coagulants
|
Neem leaves performed the best among the natural coagulants tested, likely due at neem leaves are rich in secondary metabolites, also having flavonoids and tannins, which are responsible for bioactive properties
Table 4: FTIR Spectral Profile of Natural Coagulants for Turbidity Removal
Coagulant | Wavelength cm-¹ | Functional Group |
NEEM LEAFS | 3340.58 | O-H Stretch (Alcohol) |
NEEM LEAFS | 2915.75 | C-H Stretch (Alkane) |
NEEM LEAFS | 1724.33 | C=O Stretch (Carbonyl) |
NEEM LEAFS | 1600.82 | C=C Stretch (Aromatic) |
NEEM LEAFS | 1441.53 | C-H Bending (Alkane) |
NEEM LEAFS | 1314.48 | C-H Bending (Alkyl) |
NEEM LEAFS | 1232.62 | C-O Stretch (Alcohol/Ether) |
NEEM LEAFS | 1147.08 | C-N Stretch (Amines) |
NEEM LEAFS | 1034.82 | C-O Stretch (Alcohol/Ether) |
NEEM LEAFS | 895.35 | C-H Out-of-plane Bend (Aromatic) |
NEEM LEAFS | 774.06 | C-H Out-of-plane Bend (Aromatic) |
NEEM LEAFS | 717.04 | Aromatic C-H Bend |
ORANGE PEELS | 3275.08 | O-H Stretch (Alcohol) |
ORANGE PEELS | 2873.48 | C-H Stretch (Alkane) |
ORANGE PEELS | 1737.07 | C=O Stretch (Carbonyl) |
ORANGE PEELS | 1641.85 | C=C Stretch (Aromatic) |
ORANGE PEELS | 1516.60 | C-H Bend (Alkanes/Aromatics) |
ORANGE PEELS | 1403.46 | C-H Bending (Alkyl) |
ORANGE PEELS | 1014.07 | C-H Bending (Alkyl) |
ORANGE PEELS | 916.67 | C-H Bending (Aromatic) |
ORANGE PEELS | 721.84 | C-H Stretch (Alkane) |
ORANGE PEELS | 2922.17 | C-H Stretch (Alkane) |
ORANGE PEELS | 2853.37 | C=O Stretch (Carbonyl) |
PAPAYA SEEDS | 1744.61 | C=O Stretch (Carbonyl) |
PAPAYA SEEDS | 1709.90 | C=C Stretch (Aromatic) |
PAPAYA SEEDS | 1649.86 | C-N Stretch (Amines) |
PAPAYA SEEDS | 1540.1 | C=C Stretch (Aromatic) |
PAPAYA SEEDS | 1510.92 | C-O Stretch (Alcohol/Ether) |
PAPAYA SEEDS | 1232.15 | C-O Stretch (Alcohol/Ether) |
PAPAYA SEEDS | 1030.49 | O-H Stretch (Alcohol) |
3267.67 | C-H Stretch (Alkane) | |
2920.56 | C=O Stretch (Carbonyl) | |
1742.83 | C-O Stretch (Alcohol/Ether) | |
1032.96 | C-H Bending (Alkyl) | |
990.49 | C-H Bending (Alkyl) | |
773.83 | C-H Bending (Aromatic) | |
713.47 | O-H Stretch (Alcohol) |
![]() | Figure 2: FTIR Spectrum for Neem leaves
|
Similarly, the use of papaya seeds aligns with findings by Yimer,
Table 5: Final water Quality with different coagulant
Coagulant | Optimum Dosage (mg) | Turbidity (NTU) | BOD (mg/lit) | COD (mg/lit) | |||
Final turbidity | % Removal | Final BOD | % Removal | Final COD | % Removal | ||
Papaya Seed | 200 | 30 | 91.75 | 147.36 | 52 | 158 | 68 |
Tamarind Seed | 1250 | 39.5 | 89.14 | 101.31 | 67 | 110 | 78 |
Orange Peel | 200 | 30.9 | 91.51 | 64.47 | 79 | 74 | 80 |
Neem Leaves | 400 | 0.5 | 99.86 | 76.75 | 75 | 89 | 82 |
![]() | Figure 3: FTIR Spectrum for Papaya Seeds
|
Orange peels, which are often overlooked in studies on wastewater treatment, have been shown to be an affordable substitute. They are a very viable choice for communities because to their low cost and free procurement from waste streams, especially in regions with a lot of citrus output. According to similar studies, orange peels and biochar can remove up to 91.92% of the turbidity
![]() | Figure 4: FTIR Spectrum for Orange peels
|
In contrast, tamarind seeds need larger dosages to effectively remove turbidity, which is consistent with research that showed tamarind seed extract reduced turbidity by up to 85% at a dosage of 30 mg/L.
![]() | Figure 5: FTIR Spectrum for Tamarind Seeds
|
Although orange peels are readily available and offer a cost-effective alternative, their turbidity reduction efficacy (66.89%) was marginally lower than that of papaya seeds and neem leaves. Nonetheless, orange peels' effectiveness in removing BOD and COD (79% and 80%, respectively) shows that they can be a good choice for wastewater organic matter removal. When it comes to practical application, orange peels are the most economical choice because they don't require any processing fees.
On the other hand, although they work well, papaya and tamarind seeds might need to be specifically sourced from nearby food processing businesses, which could affect how cost-effective they are overall. While tamarind seeds may be neglected in regions that do not process tamarind in big amounts, papaya seeds, despite their effectiveness, are frequently limited in availability, particularly in countries without a substantial papaya manufacturing industry. Both seeds, however, performed rather well in terms of reducing BOD and COD.
Regarding the FTIR study, spectral analysis indicated the the availability of functional groups like hydroxyl (-OH) and carboxylic acid (-COOH),
According to this study, neem leaves are the best natural coagulant, removing 99.86% of turbidity; nevertheless, color removal requires an extra step. Because they are readily available and inexpensive to treat, orange peels are the most economical coagulant. They remove 91.51% of turbidity and significantly lower BOD and COD. Though their cost-effectiveness is dependent on local availability and processing needs, papaya and tamarind seeds also exhibit promise. Given the cost, accessibility, and viability of these materials in actual wastewater treatment systems, this study offers a thorough comparison of natural coagulants and emphasizes the need for additional research to maximize their industrial-scale utilization.
To better understand the efficiency differences among the coagulants tested and enhance their use in wastewater treatment, more research into the mechanisms underlying coagulation is required. This includes examining the role of particular functional groups found in the FTIR analysis.
Conclusion
The study demonstrated that neem leaves emerged as the most effective natural coagulant, achieving an impressive 99.86% turbidity removal. However, it is important to note that neem leaves impart a slight color to the treated water, necessitating additional treatment for complete acceptability in water usage. In terms of cost-effectiveness, neem leaves remain a viable option due to their natural abundance and minimal processing costs. They also showed significant effectiveness in BOD and COD reduction, with reductions of 75% in BOD and 89% in COD, further enhancing their appeal as an affordable and efficient coagulant.
When considering alternatives, orange peels exhibited a comparable efficiency of around 91% turbidity removal, making them a highly cost-effective choice due to their zero-cost availability as a waste material. This coagulant also achieved substantial reductions in BOD (79%) and COD (80%), reinforcing its potential as an economical and sustainable solution.
Papaya seeds, while demonstrating a turbidity removal efficiency of 91.75%, required a lower dosage (200 mg/L) compared to tamarind seeds. However, their availability may depend on food processing waste sources, impacting their overall cost efficiency. Despite this, their significant reduction of BOD (52%) and COD (68%) makes them a promising option where availability is not a constraint.On the other hand, tamarind seeds required a higher dosage (1250 mg/L) to achieve 89.14% turbidity removal, which may affect their cost-effectiveness when compared to other natural coagulants. Nevertheless, they demonstrated strong reductions in BOD (67%) and COD (78%), making them suitable for applications where their waste byproduct is readily available, such as in food processing industries.
Regarding the FTIR study, spectral analysis indicated the presence of functional groups such as hydroxyl (-OH), carboxylic acid (-COOH), and amines (-NH2) in these natural coagulants, confirming their potential to interact with suspended particles and organic pollutants in wastewater. These functional groups facilitate adsorption, bridging, and charge neutralization mechanisms, essential for the coagulation-flocculation process, thus validating their effectiveness.
This research was conducted only at laboratory scale, without considering long-term stability, toxicity, or industrial-scale variability, potentially limiting real-world applicability.
In conclusion, while neem leaves offer the highest efficiency, their cost-effectiveness must be weighed against the need for additional color removal treatment. Orange peels stand out as the most practical and economical coagulant, given their wide availability, zero procurement cost, and strong turbidity and organic matter removal efficiency. Papaya seeds and tamarind seeds remain viable options, but their cost-effectiveness depends on sourcing feasibility and processing requirements.
This study emphasizes the importance of balancing removal efficiency, availability, and overall cost-effectiveness when selecting natural coagulants. Future research should focus on optimizing the industrial-scale application of these coagulants, including exploring cost-efficient methods for mitigating secondary drawbacks such as coloration and enhancing overall feasibility.
Acknowledgement
The authors would like to express their sincere gratitude to the Department of Civil Engineering, Vishwakarma Government Engineering College, Gujarat Technological University, Ahmedabad, for providing the necessary support and resources for this research.
The authors also appreciate the Student Startup and Innovation Policy (SSIP 2.0) for their financial and technical support, which was crucial in facilitating this study.
Special thanks are also extended to Dr. K. R. Gurjar from the Chemistry Department at Vishwakarma Government Engineering College for providing valuable assistance and support during the FTIR analysis.
Funding Sources
This project was financially supported by the Student Startup Innovation Policy (SSIP 2.0) and Vishwakarma Government Engineering College (VGEC).
Conflict of Interest
The authors do not have any conflict of interest.
Data Availability Statement
This statement does not apply to this article.
Ethics Statement
This research did not involve human participants, animal subjects, or any material that requires ethical approval.
Informed Consent Statement
This study did not involve human participants, and therefore, informed consent was not required.
Permission to reproduce material from other sources:
Not Applicable
Author Contributions
Dhriti Ramdas Rawat: Conceptualization of the study, methodology development, and supervision of research work. Contributed to the analysis and interpretation of results and manuscript review.
Khushboo Mahendra Parmar: Conducted data collection, assisted in data analysis, and contributed to the literature review. Assisted in manuscript writing and formatting.
Shraddha Shriram Thorat: Performed the experimental work, contributed to data analysis and interpretation, and drafted the initial manuscript. Assisted in manuscript editing and final proofreading
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