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<journal-id journal-id-type="publisher-id">Front. Membr. Sci. Technol.</journal-id>
<journal-title-group>
<journal-title>Frontiers in Membrane Science and Technology</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Membr. Sci. Technol.</abbrev-journal-title>
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<issn pub-type="epub">2813-1010</issn>
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<publisher-name>Frontiers Media S.A.</publisher-name>
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<article-id pub-id-type="publisher-id">1653159</article-id>
<article-id pub-id-type="doi">10.3389/frmst.2025.1653159</article-id>
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<subj-group subj-group-type="heading">
<subject>Original Research</subject>
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<title-group>
<article-title>Comparison of batch and continuous operation modes for maxilon red azo dye removal using <italic>Chlorella vulgaris</italic> microalgae within photobioreactor (PBR) and a dynamic membrane photobioreactor (DMPBR)</article-title>
<alt-title alt-title-type="left-running-head">Farastoon Dashti et al.</alt-title>
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<ext-link ext-link-type="uri" xlink:href="https://doi.org/10.3389/frmst.2025.1653159">10.3389/frmst.2025.1653159</ext-link>
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<surname>Farastoon Dashti</surname>
<given-names>Shaghayegh Sadat</given-names>
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<sup>1</sup>
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<surname>Emamshoushtari</surname>
<given-names>Mir Mehrshad</given-names>
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<surname>Pajoum Shariati</surname>
<given-names>Farshid</given-names>
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<sup>1</sup>
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<aff id="aff1">
<label>1</label>
<institution>Department of Chemical Engineering, Islamic Azad University, Science and Research Branch</institution>, <city>Tehran</city>, <country country="IR">Iran</country>
</aff>
<aff id="aff2">
<label>2</label>
<institution>Institute of Chemical, Environmental and Bioscience Engineering, TU Wien</institution>, <city>Vienna</city>, <country country="AT">Austria</country>
</aff>
<aff id="aff3">
<label>3</label>
<institution>Universit&#xe9; de Montpellier - Institut Europ&#xe9;en des Membranes</institution>, <city>Montpellier</city>, <country country="FR">France</country>
</aff>
<author-notes>
<corresp id="c001">
<label>&#x2a;</label>Correspondence: Farshid Pajoum Shariati, <email xlink:href="farshid.pajoumshariati@umontpellier.fr">farshid.pajoumshariati@umontpellier.fr</email>
</corresp>
<fn fn-type="other" id="fn001">
<label>&#x2020;</label>
<p>ORCID: Shaghayegh Sadat Farastoon Dashti, <ext-link ext-link-type="uri" xlink:href="http://orcid.org/0009-0007-2860-6900">orcid.org/0009-0007-2860-6900</ext-link>; Iman Ansari, <ext-link ext-link-type="uri" xlink:href="http://orcid.org/0009-0008-4497-6992">orcid.org/0009-0008-4497-6992</ext-link>; Mir Mehrshad Emamshoushtari, <ext-link ext-link-type="uri" xlink:href="http://orcid.org/0000-0003-3872-4920">orcid.org/0000-0003-3872-4920</ext-link>; Salar Helchi, <ext-link ext-link-type="uri" xlink:href="http://orcid.org/0000-0002-2311-0291">orcid.org/0000-0002-2311-0291</ext-link>; Marc Heran, <ext-link ext-link-type="uri" xlink:href="http://orcid.org/0000-0001-9036-207X">orcid.org/0000-0001-9036-207X</ext-link>; Geoffroy Lesage, <ext-link ext-link-type="uri" xlink:href="http://orcid.org/0000-0002-5951-4730">orcid.org/0000-0002-5951-4730</ext-link>; Farshid Pajoum Shariati, <ext-link ext-link-type="uri" xlink:href="http://orcid.org/0000-0003-3611-6884">orcid.org/0000-0003-3611-6884</ext-link>
</p>
</fn>
</author-notes>
<pub-date publication-format="electronic" date-type="pub" iso-8601-date="2025-08-21">
<day>21</day>
<month>08</month>
<year>2025</year>
</pub-date>
<pub-date publication-format="electronic" date-type="corrected" iso-8601-date="2026-02-09">
<day>09</day>
<month>02</month>
<year>2026</year>
</pub-date>
<pub-date publication-format="electronic" date-type="collection">
<year>2025</year>
</pub-date>
<volume>4</volume>
<elocation-id>1653159</elocation-id>
<history>
<date date-type="received">
<day>24</day>
<month>06</month>
<year>2025</year>
</date>
<date date-type="accepted">
<day>30</day>
<month>07</month>
<year>2025</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2025 Farastoon Dashti, Ansari, Emamshoushtari, Helchi, Lesage, Heran and Pajoum Shariati.</copyright-statement>
<copyright-year>2025</copyright-year>
<copyright-holder>Farastoon Dashti, Ansari, Emamshoushtari, Helchi, Lesage, Heran and Pajoum Shariati</copyright-holder>
<license>
<ali:license_ref start_date="2025-08-21">https://creativecommons.org/licenses/by/4.0/</ali:license_ref>
<license-p>This is an open-access article distributed under the terms of the <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution License (CC BY)</ext-link>. The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</license-p>
</license>
</permissions>
<abstract>
<p>This study aimed to contrast the effectiveness of Chlorella vulgaris microalgae in decolorizing Maxilon Red, an azo-red dye typically found in textile wastewater. It contrasted the dye removal efficiency of two photobioreactor models, a conventional photobioreactor (PBR) and a dynamic membrane photobioreactor (DMPBR). Batch mode operation was used for the PBR, while the DMPBR was carried out continuously. The initial concentration of dye ranged from 5 to 30 mg L<sup>&#x2212;1</sup>. Kinetic analysis was used to check the model that gave the best correlation, and isotherm studies were carried out to explain the adsorption mechanism. Fourier-transform infrared spectroscopy (FTIR) was used to identify functional groups involved in binding with the dye. In the PBR, dye removal efficiency increased from 73% to 86% with a rise in initial dye concentration from 5 to 15 mg L<sup>&#x2212;1</sup>, but decreased to 53% at 30 mg L<sup>&#x2212;1</sup> due to saturation phenomena. The Elovich model best represented the adsorption kinetics, indicating a heterogeneous surface and decreasing adsorption rate with time. Isotherm data also conformed to the Langmuir model, suggesting monolayer adsorption with a maximum of 8.16 mg g<sup>&#x2212;1</sup> capacity. FTIR confirmed the involvement of hydroxyl, carbonyl, and polysaccharide groups in dye binding. DMPBR, operated in continuous mode, achieved greater and constant removal efficiency of approximately 98% at 15 mg L<sup>&#x2212;1</sup> due to prolonged and uninterrupted contact between dye and biomass. The continuous DMPBR configuration overcame batch PBR saturation limitations, with enhanced biosorption activity, process stability, and improved effluent quality. Overall, the DMPBR was more efficient and sustainable in azo dye removal from wastewater than the traditional PBR.</p>
</abstract>
<kwd-group>
<kwd>dynamic membrane photobioreactor</kwd>
<kwd>Chlorella vulgaris</kwd>
<kwd>maxilon red</kwd>
<kwd>azo dye</kwd>
<kwd>wastewater treatment</kwd>
</kwd-group>
<funding-group>
<funding-statement>The author(s) declare that no financial support was received for the research and/or publication of this article.</funding-statement>
</funding-group>
<counts>
<fig-count count="6"/>
<table-count count="4"/>
<equation-count count="10"/>
<ref-count count="71"/>
<page-count count="00"/>
</counts>
<custom-meta-group>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Membrane Applications - Liquid</meta-value>
</custom-meta>
</custom-meta-group>
</article-meta>
</front>
<body>
<sec id="s1" sec-type="intro">
<label>1</label>
<title>Introduction</title>
<p>The textile industry is known as one of the most water-consuming industries in the world. This heightened water consumption gives rise to the production of extensive volumes of contaminated wastewater, lead to a significant environmental hazard (<xref ref-type="bibr" rid="B60">Siddique et al., 2017</xref>). Textile industry wastewater contains pollutants, such as dyes, degradable organic substances, detergents, stabilizing agents, mineral salts, and heavy metals. The textile industry approximately accounts for 17 to 20 percent of water pollution among industries (<xref ref-type="bibr" rid="B33">Jegatheesan et al., 2016</xref>). It is estimated that more than 30% of the environmental pollutant chemicals are discharged into the environment by the effluents of various textile and dye processing industries (<xref ref-type="bibr" rid="B16">Desore and Narula, 2018</xref>). Azo dyes are considered one of the most problematic dyes in the textile industry. Maxilon Red is one of the most commonly used azo dyes, representing more than 50% of global dye production (<xref ref-type="bibr" rid="B15">Deniz, 2014</xref>). Azo dyes are compounds consisting of a diazotized amine coupled to an amine or phenol and contain one or more azo linkages. The essential precursors of azo dyes are aromatic amines. Azo dyes have been shown to have toxic effects, including genotoxicity, mutagenicity, and carcinogenicity in humans and animals. Their indiscriminate disposal, mainly from the textile industry, poses a major threat to public health and the environment (<xref ref-type="bibr" rid="B11">Chung, 2016</xref>). Being water-soluble, they increase water turbidity, block light penetration, inhibit photosynthesis, and raise chemical and biological oxygen demand, endangering aquatic life (<xref ref-type="bibr" rid="B5">Bahadur et al., 2020</xref>). Additionally, skin contact with dyes can cause allergies and cancer (<xref ref-type="bibr" rid="B61">Sreedharan et al., 2019</xref>). Untreated dye-containing wastewater poses serious risks to the biosphere and human health.</p>
<p>Manifold physical and chemical methods have been applied to remove azo dye from wastewater including adsorption (<xref ref-type="bibr" rid="B2">Al-Amrani et al., 2022</xref>), ion exchange (<xref ref-type="bibr" rid="B62">Swain et al., 2023</xref>), membrane filtration (<xref ref-type="bibr" rid="B32">Jankowska et al., 2022</xref>), coagulation/flocculation process (<xref ref-type="bibr" rid="B18">El Gaayda et al., 2024</xref>), advanced oxidation (<xref ref-type="bibr" rid="B12">Corona-Bautista et al., 2021</xref>), and electrochemical approaches (<xref ref-type="bibr" rid="B28">Hamous et al., 2021</xref>). The major limitations of the physical approaches for the treatment of textile dye wastewater are the high cost of operation and maintenance, chemical consumption, inefficiency in removing pollutants at very low concentrations, process complexity, and high energy demand (<xref ref-type="bibr" rid="B34">Kanwal et al., 2022</xref>; <xref ref-type="bibr" rid="B36">Kishor et al., 2021</xref>). On the other hand, in biological dye removal methods from wastewater, microorganisms such as bacteria, microalgae, and fungi contribute to biodegradation, decomposition, and uptake of dye from the wastewater (<xref ref-type="bibr" rid="B3">Al-Tohamy et al., 2022</xref>). Biological methods are considered eco-friendly, cost-effective, energy saving, and fewer chemical reagents required (<xref ref-type="bibr" rid="B36">Kishor et al., 2021</xref>). Microalgae have a high potential to remove dye from textile wastewater. During this process, the dyes in textile wastewater are removed through biotransformation and biodegradation, and invaluable microalgal biomass is produced (<xref ref-type="bibr" rid="B9">Chan et al., 2014</xref>). The biosorption capability of microalgae can be related to the high surface area and high binding affinity during the treatment process. Furthermore, the microalgae cell surface has a wide range of functional groups such as hydroxyl carboxylate and amino phosphate that are responsible for the accumulation dye on the surface of the microalgae cell biopolymer (<xref ref-type="bibr" rid="B30">Hern&#xe1;ndez-Zamora et al., 2015</xref>; <xref ref-type="bibr" rid="B73">Zheng et al., 2020</xref>). Microalgae such as <italic>Chlorella vulgaris</italic>, <italic>Daphnia magna,</italic> and <italic>Ceriodaphnia dubia</italic> can absorb Congo Red (CR) dye depending on their molecular structure. <italic>Chlorella vulgaris</italic> has been shown to remove 83% and 58% of dye at concentrations of 5 and 25&#xa0;mg. L<sup>-1</sup>, respectively, in batch mode (<xref ref-type="bibr" rid="B30">Hern&#xe1;ndez-Zamora et al., 2015</xref>). Moreover, the biomass generated is well-suited for downstream, further aligning with circular economy and sustainability goals (<xref ref-type="bibr" rid="B6">Barani et al., 2025</xref>). This is because valuable microalgal biomass is generated throughout the wastewater treatment process, which is characterized by a high concentration of proteins, amino acids, vitamins, minerals, antioxidant substances, and other bioactive compounds (<xref ref-type="bibr" rid="B46">Nasser et al., 2023</xref>), that can be utilized in the several sectors including medicine, biodiesel, bioplastics, biofertilizers, single-cell proteins, aqua culturing, treating greenhouse gases, and wastewater treatment (<xref ref-type="bibr" rid="B6">Barani et al., 2025</xref>; <xref ref-type="bibr" rid="B27">Gupta et al., 2015</xref>; <xref ref-type="bibr" rid="B29">Helchi et al., 2023</xref>). Microalgal by-products from wastewater can be safe for human or animal consumption if strict controls ensure the removal of heavy metals, organic pollutants, and pathogens. Studies show that proper cultivation and decontamination, including selecting non-toxic strains and using closed reactors, can allow biomass to meet EU safety thresholds (<xref ref-type="bibr" rid="B48">Park et al., 2024</xref>). Although species-specific accumulation (like that of Cd and Hg) necessitates regular ICP-MS and HPLC monitoring to ensure levels remain below regulatory limits, microalgae can efficiently bioaccumulate nutrients and adsorb heavy metals while reducing N and P concentrations (<xref ref-type="bibr" rid="B23">Faruque et al., 2024</xref>; <xref ref-type="bibr" rid="B57">Sarma et al., 2024</xref>). Pathogen risks, such as bacteria, viruses, and protozoa, are decreased by microfiltration and photobioreactor design; data show that Risk Group 2 (RG2) bacteria in pig farm effluents have decreased by over 60% (<xref ref-type="bibr" rid="B4">&#xc1;lvarez-Gonz&#xe1;lez et al., 2023</xref>; <xref ref-type="bibr" rid="B40">L&#xf3;pez-S&#xe1;nchez et al., 2022</xref>). By following these steps, wastewater-grown microalgae can be used as a source of bioactives like astaxanthin and &#x3c9;-3s and as a sustainable, nutrient-rich feed supplement (40%&#x2013;70% protein) without posing a risk to human or animal health (<xref ref-type="bibr" rid="B55">Saadaoui et al., 2021</xref>; <xref ref-type="bibr" rid="B71">Zhang and Lu, 2024</xref>). Among microalgae species, <italic>C. vulgaris</italic> has demonstrated its effectiveness in dye biosorption, particularly for cationic and azo dyes (<xref ref-type="bibr" rid="B45">Moradi et al., 2024</xref>). Its cell wall structure is rich in functional groups such as hydroxyl, carboxyl, phosphate, and amino, facilitating strong electrostatic and hydrogen bonding interactions with dye molecules (<xref ref-type="bibr" rid="B66">Yadav et al., 2022</xref>). <italic>Chlorella vulgaris</italic> is known for its high tolerance to environmental stressors, ease of cultivation, and rapid biomass growth, even in nutrient-variable conditions such as wastewater (<xref ref-type="bibr" rid="B20">Ezhumalai and Rajkumar, 2025</xref>). Prior studies have reported removal efficiencies exceeding 80% for dyes like Congo Red and Methylene Blue using <italic>C. vulgaris</italic> in batch systems. These combined features make <italic>C. vulgaris</italic> a suitable and scalable candidate for integrated wastewater treatment systems (<xref ref-type="bibr" rid="B30">Hern&#xe1;ndez-Zamora et al., 2015</xref>; <xref ref-type="bibr" rid="B39">Lim et al., 2010</xref>).</p>
<p>Understanding the adsorption kinetics and isotherms is essential for optimizing the performance of adsorption for dye removal in the batch systems. Kinetic models such as intra-particle diffusion, pseudo-first order, pseudo-second order, and Elovich kinetic models, shed light on how the biosorption process reaches equilibrium. A lot of beneficial information would be extracted from isotherms and adsorption kinetics (<xref ref-type="bibr" rid="B51">Pradhan et al., 2019</xref>). In the context of dye-contaminated wastewater, equilibrium isotherm models provide further insights into the interaction between dye molecules and microalgal biomass. The Langmuir isotherm, which assumes monolayer adsorption on a homogenous surface, is commonly used to determine the maximum adsorption capacity and has been successfully applied in studies involving <italic>C. vulgaris</italic> and azo dyes (<xref ref-type="bibr" rid="B30">Hern&#xe1;ndez-Zamora et al., 2015</xref>). The multilayer model, known as the Freundlich model, is classified as a type of interaction between the surface of biomass and adsorbate (<xref ref-type="bibr" rid="B51">Pradhan et al., 2019</xref>).</p>
<p>Many studies have been made regarding the effectiveness of microalgae, especially <italic>C. vulgaris</italic>, in removing dyes from textile wastewater, and a massive portion of these investigations have focused on batch systems (<xref ref-type="bibr" rid="B39">Lim et al., 2010</xref>; <xref ref-type="bibr" rid="B24">Fazal et al., 2021</xref>; <xref ref-type="bibr" rid="B53">Rehman et al., 2024</xref>). Considering the utilization of microalgae in wastewater treatment, the objective is to enhance the removal efficiency of pollutants by implementing a continuous treatment process while concurrently producing biomass. In this regard, integrating conventional microalgae cultivation with membrane technology within the membrane photobioreactor (MPBR) is advantageous. Membrane provides higher biodegradation efficiency by increasing the solids retention time (SRT), which would give more time to break down organic pollutants, better-treated water quality, superior control of solids and hydraulic retention time (<xref ref-type="bibr" rid="B19">Emamshoushtari et al., 2022</xref>). MPBRs also significantly reduce the required operation area by combining the biodegradation and separation units in one system (<xref ref-type="bibr" rid="B35">Keyvan Hosseini et al., 2023</xref>). The mentioned system has also proven beneficial for microalgae harvesting as it enables full biomass retention and is economical (<xref ref-type="bibr" rid="B37">Liao et al., 2018</xref>). Nevertheless, it is a significant setback for membrane separation; the deposition of an algal cake layer on the surface of the membrane, known as membrane fouling, may increase energy use due to decreased flow and hydraulic resistance (<xref ref-type="bibr" rid="B64">Vaezi et al., 2025</xref>). However, membrane efficiency can be solved by designing a secondary dynamic membrane (DM) on the static membrane for better separation (<xref ref-type="bibr" rid="B19">Emamshoushtari et al., 2022</xref>). In one study the authors have evaluated an anaerobic dynamic membrane bioreactor (AnDMBR) for textile wastewater treatment, achieving high removal rates of soluble COD (98.5%) and color (&#x3e;97.5%). The dynamic membrane effectively rejected large particles, while microbial analysis showed stable archaeal communities and adaptive shifts in bacterial populations, supporting robust anaerobic degradation of dye-laden wastewater (<xref ref-type="bibr" rid="B7">Berkessa et al., 2020</xref>). In another study the authors have evaluated a living membrane bioreactor (LMBR) using an encapsulated self-forming dynamic membrane (ESFDM) for treating synthetic textile wastewater. The system achieved high removal efficiencies for COD (96%), dyes (&#x223c;85&#x2013;86%), ammonia (97%), and moderate sulfate removal (&#x223c;41%), while effectively limiting membrane fouling. The treated effluent met regulatory discharge standards, highlighting the LMBR&#x2019;s potential as a cost-effective and scalable solution for textile wastewater treatment (<xref ref-type="bibr" rid="B31">Jallouli et al., 2023</xref>). It should be noted that all these studies were done using activated sludge systems. The additional capability of removing heavy metals, shown by the microalgae through this wastewater treatment process, contributes to the broadened efficiency and profitability of the overall process. DM is also easily separable from the membrane when washing or with a reverse airflow/water stream, and also it facilitates microalgae cultivation from the system (<xref ref-type="bibr" rid="B19">Emamshoushtari et al., 2022</xref>; <xref ref-type="bibr" rid="B21">Fard and Mehrnia, 2017</xref>), and facilitates microalgae harvesting without a subsequent separation operation despite PBR (<xref ref-type="bibr" rid="B24">Fazal et al., 2021</xref>). <xref ref-type="table" rid="T1">Table 1</xref> shows a comprehensive review regarding the utilization of <italic>C. vulgaris</italic> microalgae in removing pollutants from wastewater.</p>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>A comprehensive review of similar studies done for the utilization of <italic>Chlorella vulgaris</italic> microalgae for wastewater treatment.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">Reactor type</th>
<th align="left">Biological agent</th>
<th align="left">Contaminant</th>
<th align="left">Key findings</th>
<th align="left">References</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Batch photobioreactor</td>
<td align="left">
<italic>Chlorella vulgaris</italic>
</td>
<td align="left">Textile dyes (e.g., Methylene Blue)</td>
<td align="left">&#x223c;70&#x2013;90% dye removal in batch mode</td>
<td align="left">
<xref ref-type="bibr" rid="B39">Lim et al. (2010)</xref>
</td>
</tr>
<tr>
<td align="left">Batch system</td>
<td align="left">
<italic>Chlorella vulgaris</italic>
</td>
<td align="left">Congo red</td>
<td align="left">Up to 83% removal efficiency</td>
<td align="left">
<xref ref-type="bibr" rid="B30">Hern&#xe1;ndez-Zamora et al. (2015)</xref>
</td>
</tr>
<tr>
<td align="left">Open raceway</td>
<td align="left">
<italic>Chlorella vulgaris</italic>
</td>
<td align="left">Nitrate<break/>Phosphate</td>
<td align="left">Nearly 100% removal for both pollutants</td>
<td align="left">
<xref ref-type="bibr" rid="B65">Wang et al. (2021)</xref>
</td>
</tr>
<tr>
<td align="left">Erlenmeyer flasks</td>
<td align="left">
<italic>Chlorella vulgaris</italic>
</td>
<td align="left">Nitrate<break/>Phosphate<break/>Chemical oxygen demand (COD)<break/>Biological oxygen demand (BOD)</td>
<td align="left">&#x223c;70% Nitrate<break/>&#x223c;100% Phosphate<break/>&#x223c;13% COD; and<break/>&#x223c;31% BOD removal</td>
<td align="left">
<xref ref-type="bibr" rid="B41">Madadi et al. (2021)</xref>
</td>
</tr>
<tr>
<td align="left">Dynamic membrane photobioreactor (DMPBR)</td>
<td align="left">
<italic>Chlorella vulgaris</italic>
</td>
<td align="left">Nickel (metal ion)</td>
<td align="left">72% removal efficiency; good membrane stability</td>
<td align="left">
<xref ref-type="bibr" rid="B19">Emamshoushtari et al. (2022)</xref>
</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>This study aims to investigate the adsorption isotherms and kinetics of Maxilon Red dye removal using <italic>Chlorella vulgaris</italic> microalgae within a conventional batch PBR. After finding the optimum dye concentration, yielding the highest amount of dye removal, the optimum concentration would again be put into operation. Furthermore, the study will use a dynamic membrane photobioreactor (DMPBR), which operates as a continuous system, to compare the efficiency of batch PBR and DMPBR. This integration not only overcomes the limitations of batch systems but also boosts biomass production, improves dye removal efficiency, and supports more stable, scalable, and energy-efficient wastewater treatment processes. Recognizing that continuous systems are often preferred in industrial applications due to time efficiency, the study develops a DMPBR setup that unites biological nutrient degradation and physical separation in a single continuous process, comparing its performance with that of the conventional batch-operated PBR to determine the operational and environmental advantages in textile wastewater treatment.</p>
</sec>
<sec sec-type="materials|methods" id="s2">
<label>2</label>
<title>Materials and methods</title>
<sec id="s2-1">
<label>2.1</label>
<title>DMPBR setup</title>
<p>Both batch PBR and continuous DMPBR system were made of plexiglass with dimensions of 32&#xa0;cm in height, 32&#xa0;cm in length, and 30&#xa0;cm in width, and a working volume of 24&#xa0;L. It is illustrated schematically in <xref ref-type="fig" rid="F1">Figure 1</xref>. A sparger connected to an air pump with an aeration rate of 20&#xa0;L&#xa0;min<sup>-1</sup> is installed at the bottom of the batch PBR and DMPBR. In this study, a Kubota flat sheet membrane (Osaka, Japan) was immersed in the DMBPR. <xref ref-type="table" rid="T2">Table 2</xref> presents the characteristics of the membrane.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>The schematics of DMPBR <bold>(a)</bold>, and conventional batch PBR <bold>(b)</bold>.</p>
</caption>
<graphic xlink:href="frmst-04-1653159-g001.tif">
<alt-text content-type="machine-generated">Diagram illustrating 2 experimental setups. A feed tank containing dye connects through valves and pumps to two system: (a) DMPBR (b) PBR. Both systems have air inlets with air pumps, and drain valves. Dimensions and technical labels are included.</alt-text>
</graphic>
</fig>
<table-wrap id="T2" position="float">
<label>TABLE 2</label>
<caption>
<p>The characteristics of the membrane.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">Type of module</th>
<th align="left">Flat sheet, kubota (H 203), Japan</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Pore size</td>
<td align="left">0.4&#xa0;<italic>&#x3bc;</italic>m</td>
</tr>
<tr>
<td align="left">Filtration area</td>
<td align="left">0.11&#xa0;m<sup>2</sup>
</td>
</tr>
<tr>
<td align="left">Number of flat sheets</td>
<td align="left">1</td>
</tr>
<tr>
<td align="left">Filter plate</td>
<td align="left">ABS</td>
</tr>
<tr>
<td align="left">pH</td>
<td align="left">1&#x2013;10</td>
</tr>
<tr>
<td align="left">Membrane material<break/>Operating pressure</td>
<td align="left">Polyethersulfone (PES)<break/>0.03&#x2013;0.4&#xa0;bar</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The DMPBR operated continuously at room temperature during which synthetic wastewater was treated through the dynamic membrane. The membrane had a filtration area of 0.11 m<sup>2</sup>, and the system was operated at a flux of 18&#xa0;L&#xa0;m<sup>-2</sup>. h<sup>-1</sup>, resulting in a permeate flow rate of 1.98&#xa0;L&#xa0;h<sup>-1</sup>. The hydraulic retention time (HRT) was approximately 12&#xa0;h.</p>
</sec>
<sec id="s2-2">
<label>2.2</label>
<title>Microalgae strains and culture conditions</title>
<p>The microalgae used in this experiment was <italic>Chlorella vulgaris</italic>, a kind of round-shaped green algae well known for its dye-removal capability from dye-contaminated wastewater (<xref ref-type="bibr" rid="B10">Chin et al., 2020</xref>). The microalgae bank of the Science and Research Branch of Islamic Azad University in Tehran, Iran, provided <italic>C. vulgaris</italic>. The culture medium used for its growth was based on BG-11 (<xref ref-type="bibr" rid="B19">Emamshoushtari et al., 2022</xref>).</p>
<p>The <italic>C. vulgaris</italic> inoculation into 30-L batch PBR, and DMPBR was 5% v. v<sup>&#x2212;1</sup> with a dry weight (DW) of about 0.5&#xa0;g. L<sup>-1</sup>. The microalgae were exposed to a light-dark regime 24:0 under white LED lamps with an intensity of 3000 lux. When DW reached 2.5&#xa0;g. L<sup>-1</sup> in both batch PBR and DMPBR systems, the experiments regarding the Maxilon red dye removal were initiated.</p>
<p>DM was formed on the surface of the membrane in the DMPBR. As the microalgae-dynamic membrane forms, the transmembrane pressure (TMP) steadily increases; this would indicate the formation of microalgae as a cake layer on the membrane&#x2019;s surface. It was determined that if the TMP reaches a threshold of 200&#xa0;bar, the formation of microalgae DM was assumed to be complete.</p>
</sec>
<sec id="s2-3">
<label>2.3</label>
<title>Synthetic wastewater preparation</title>
<p>Maxilon Red dye, also known as Astrazon Red FBL; C.I. Basic Red 46; Cationic Red GRL, its chemical structure is 1,2-dimethyl-3-((4-(methyl (phenylmethyl)amino)phenyl)azo)-1,2,4 thiazolium bromide (<xref ref-type="bibr" rid="B22">Farouq, 2022</xref>). The dye concentration range in textile wastewater was selected between 10 and 50&#xa0;mg&#xa0;L<sup>-1</sup> based on values reported in the literature (<xref ref-type="bibr" rid="B70">Yaseen and Scholz, 2019</xref>).</p>
</sec>
<sec id="s2-4">
<label>2.4</label>
<title>Scanning electron microscope (SEM)</title>
<p>A microscopic analysis was conducted on the morphology of <italic>C. vulgaris</italic> before and after the removal of dye. Microscopic images were captured using an acceleration voltage of 25&#xa0;kV and magnifications of 500. These images were then analyzed using a SEM.</p>
</sec>
<sec id="s2-5">
<label>2.5</label>
<title>FTIR analysis</title>
<p>Fourier-transform infrared (FTIR) was adopted to determine the functional groups that contributed to the adsorption of Maxilon Red dye by <italic>C. vulgaris</italic>, using a Thermo Scientific Nicolet NEXUS 870 FT-IR spectrometer (United States). The samples of microalgal biomass were collected before and after dye adsorption, washed with deionized water to clear off any residual dye or culture medium, freeze-dried, and ground into powder. An amount equal to 1&#xa0;mg of the sample was mixed in with 100&#xa0;mg of spectroscopic-grade potassium bromide (KBr) pressed onto a clear pellet in a hydraulic press. FTIR spectra spanning a 400&#x2013;4000&#xa0;cm<sup>-1</sup> range were recorded at a resolution of 4&#xa0;cm<sup>-1</sup>, averaging 32 scans per sample.</p>
</sec>
<sec id="s2-6">
<label>2.6</label>
<title>Analytical methods</title>
<p>The dye removal efficiency was determined according to the literature (<xref ref-type="bibr" rid="B14">da Rosa et al., 2018</xref>). Briefly, a sample is taken from the system and filtered using filter paper to separate microalgae from the solution. Hence, cotton filters Whatman 1442&#x2013;125, whose pore size is 2.5&#xa0;&#xb5;m, have been used. A spectrophotometer (Hack DR6000 UV VIS) was used to measure the optical absorption of the filtered sample at a 554&#xa0;nm wavelength. The dye removal efficiency was obtained according to <xref ref-type="disp-formula" rid="e1">Equation 1</xref>:<disp-formula id="e1">
<mml:math id="m1">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mfrac>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>100</mml:mn>
</mml:mrow>
</mml:math>
<label>(1)</label>
</disp-formula>where <italic>R</italic> is the color removal efficiency (%), and <italic>C</italic>
<sub>
<italic>0</italic>
</sub> and <italic>C</italic>
<sub>
<italic>i</italic>
</sub> are the initial color concentration and the color concentration after filtration (mg. L<sup>-1</sup>), respectively.</p>
<p>Moreover, microalgae DW was measured according to the literature (<xref ref-type="bibr" rid="B59">Shirazi et al., 2024</xref>). 50&#xa0;mL of each sample were centrifuged at 10,000&#xa0;g and 5&#xb0;C for 20&#xa0;min to separate the culture medium from the biomass. It was dried at 80&#xb0;C for 24&#xa0;h and then weighed.</p>
</sec>
<sec id="s2-7">
<label>2.7</label>
<title>Kinetic study</title>
<p>The mechanism of biosorption can be clarified through kinetic studies. Once the kinetic parameters are determined, they provide essential information for reactor design, particularly concerning reactor volume and residence time. Therefore, identifying the kinetic model that best describes the system is critically important.</p>
<p>The equilibrium adsorption capacity of Cr (III) for each sample was calculated using the following equation:<disp-formula id="e2">
<mml:math id="m2">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mi>V</mml:mi>
</mml:mrow>
<mml:mi>m</mml:mi>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>where <inline-formula id="inf1">
<mml:math id="m3">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>&#x200b; shows the biosorption capacity at equilibrium (mg.g<sup>-1</sup>), <inline-formula id="inf2">
<mml:math id="m4">
<mml:mrow>
<mml:mi>V</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the volume of the solution (<inline-formula id="inf3">
<mml:math id="m5">
<mml:mrow>
<mml:mi>L</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>), <italic>C</italic>
<sub>
<italic>0</italic>
</sub> is the initial concentration of the dye (mg.L<sup>-1</sup>), <inline-formula id="inf4">
<mml:math id="m6">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>&#x200b; stands for the equilibrium concentration of the dye (mg.L<sup>-1</sup>), and <inline-formula id="inf5">
<mml:math id="m7">
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the mass of the adsorbent (g).</p>
<p>The biosorption capacity of Cr (III) at various time intervals was quantified using <xref ref-type="disp-formula" rid="e3">Equation 3</xref>.<disp-formula id="e3">
<mml:math id="m8">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mi>V</mml:mi>
</mml:mrow>
<mml:mi>m</mml:mi>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>where, <inline-formula id="inf6">
<mml:math id="m9">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the biosorption capacity (mg. g<sup>-1</sup>), and <italic>C</italic>
<sub>
<italic>t</italic>
</sub> is the concentration of dye in each time step interval.</p>
<sec id="s2-7-1">
<label>2.7.1</label>
<title>Pseudo-first order kinetic</title>
<p>
<xref ref-type="disp-formula" rid="e4">Equation 4</xref> provides the pseudo-first-order kinetic equation in differential form (Maleki et al.).<disp-formula id="e4">
<mml:math id="m10">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi mathvariant="italic">ln</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mi>t</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi mathvariant="italic">ln</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>where <inline-formula id="inf7">
<mml:math id="m11">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> (min<sup>-1</sup>) represents the pseudo-first-order rate constant. It is possible to determine the values of <inline-formula id="inf8">
<mml:math id="m12">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf9">
<mml:math id="m13">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi mathvariant="italic">ln</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> by calculating the slope and intercept of a graph plotted between <inline-formula id="inf10">
<mml:math id="m14">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi mathvariant="italic">ln</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf11">
<mml:math id="m15">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
</sec>
<sec id="s2-7-2">
<label>2.7.2</label>
<title>Pseudo-second-order kinetic</title>
<p>The differential version of the pseudo-second-order kinetic equation is presented in <xref ref-type="disp-formula" rid="e5">Equation 5</xref> (<xref ref-type="bibr" rid="B57">Sarma et al., 2024</xref>).<disp-formula id="e5">
<mml:math id="m16">
<mml:mrow>
<mml:mfrac>
<mml:mn>1</mml:mn>
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>where the pseudo-second order rate constant is indicated by <inline-formula id="inf12">
<mml:math id="m17">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> (in g.mg.<sup>-1</sup>. min<sup>-1</sup>), a graph of <inline-formula id="inf13">
<mml:math id="m18">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> <italic>versus</italic> <inline-formula id="inf14">
<mml:math id="m19">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> was created using the experimental data, and the slope and intercept were identified to be <inline-formula id="inf15">
<mml:math id="m20">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf16">
<mml:math id="m21">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, respectively.</p>
</sec>
<sec id="s2-7-3">
<label>2.7.3</label>
<title>Elovich model</title>
<p>The Elovich equation is a valuable model for the qualitative analysis of chemisorption processes. The linearized form of the Elovich model is presented in <xref ref-type="disp-formula" rid="e6">Equation 6</xref>.<disp-formula id="e6">
<mml:math id="m22">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mi>&#x3b2;</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:mi>ln</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>&#x3b2;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mi>&#x3b2;</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:mi>ln</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(6)</label>
</disp-formula>
</p>
<p>The biosorption rate (mg.g<sup>-1</sup>. min<sup>-1</sup>) and the chemisorption activation energy (g.mg<sup>-1</sup>) are represented by &#x3b1; and &#x3b2;, respectively, in this equation. Additionally, a graph of <inline-formula id="inf17">
<mml:math id="m23">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> vs. l <inline-formula id="inf18">
<mml:math id="m24">
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> was produced to determine its slope and intercept, yielding the values of <inline-formula id="inf19">
<mml:math id="m25">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mi>&#x3b2;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf20">
<mml:math id="m26">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mi>&#x3b2;</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi mathvariant="italic">ln</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>&#x3b2;</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>), respectively.</p>
</sec>
<sec id="s2-7-4">
<label>2.7.4</label>
<title>Intra-particle diffusion model</title>
<p>According to the intra-particle diffusion model proposed by Weber and Morris (<xref ref-type="bibr" rid="B51">Pradhan et al., 2019</xref>), the initial rate of intra-particle diffusion is calculated through the linearization of the curve <inline-formula id="inf21">
<mml:math id="m27">
<mml:mrow>
<mml:mi>q</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>f</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msup>
<mml:mi>t</mml:mi>
<mml:mn>0.5</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> (<xref ref-type="disp-formula" rid="e7">Equation 7</xref>):<disp-formula id="e7">
<mml:math id="m28">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>d</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mi>t</mml:mi>
<mml:mn>0.5</mml:mn>
</mml:msup>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>C</mml:mi>
</mml:mrow>
</mml:math>
<label>(7)</label>
</disp-formula>where, <inline-formula id="inf22">
<mml:math id="m29">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>d</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the coefficient of intra-particle diffusion and <italic>C</italic> is related to boundary layer.</p>
<p>The graph of <inline-formula id="inf23">
<mml:math id="m30">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> plotted <italic>versus</italic> <inline-formula id="inf24">
<mml:math id="m31">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msup>
<mml:mi>t</mml:mi>
<mml:mn>0.5</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> should construct a straight line.</p>
</sec>
</sec>
<sec id="s2-8">
<label>2.8</label>
<title>Data analysis</title>
<p>The statistical analysis of the results was conducted using analysis of variance (ANOVA). Differences between means were considered significant when the p-value was less than or equal to 0.05. All the experiments were repeated three times at room temperature (25&#xb0;C &#xb1; 2&#xb0;C).</p>
</sec>
</sec>
<sec id="s3">
<label>3</label>
<title>Result and discussion</title>
<sec id="s3-1">
<label>3.1</label>
<title>Dye removal performance</title>
<sec id="s3-1-1">
<label>3.1.1</label>
<title>Dye removal performance via batch PBR containing microalage</title>
<p>As illustrated in <xref ref-type="fig" rid="F2">Figures 2a,b</xref>, the removal efficiency of Maxilon Red dye is observed in the supernatant with the dye&#x2019;s initial concentrations ranging from 5 to 30&#xa0;mg. L<sup>-1</sup>.</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Removal efficiency of Maxilon Red dye by <italic>Chlorella vulgaris versus</italic> time at different initial dye concentrations, <bold>(a)</bold> 5, 10, and 15&#xa0;mg. L<sup>-1</sup>; <bold>(b)</bold> 20, 25, and 30&#xa0;mg. L<sup>-1</sup>. Red and blue dashed lines indicate efficiency benchmarks. Error bars represent standard deviations (n &#x3d; 3).</p>
</caption>
<graphic xlink:href="frmst-04-1653159-g002.tif">
<alt-text content-type="machine-generated">Two graphs showing removal efficiency over time for different concentrations. Graph (a) displays data for 5, 10, and 15 mg/L with a trend of increasing efficiency. Graph (b) shows data for 20, 25, and 30 mg/L, also with increasing trends. Horizontal dashed lines indicate reference efficiency levels.</alt-text>
</graphic>
</fig>
<p>As indicated in <xref ref-type="fig" rid="F2">Figure 2</xref>, the removal efficiency in supernatants initially increases within the first 3&#xa0;hours of overall dye concentrations, indicating a fast uptake of dye by <italic>Chlorella vulgaris</italic>. This initial removal phase can be attributed to the high availability of active binding sites on the microalgae surface, which would be further discussed in the FTIR analysis section. It is a fact that suspended microalgae cells have enhanced mass transfer rates between phases due to complete mixing (<xref ref-type="bibr" rid="B19">Emamshoushtari et al., 2022</xref>). In this condition, microalgae cells are in constant motion within the photobioreactor, moving and migrating extensively and coming into contact with pollutants at a high rate (<xref ref-type="bibr" rid="B54">R&#xfc;dis&#xfc;li et al., 2012</xref>). The dye removal changes in the supernatant were negligible beyond 3&#xa0;hours, indicating that the adsorption had reached equilibrium (<xref ref-type="bibr" rid="B1">Acuner and Dilek, 2004</xref>).</p>
<p>The removal percentage of Maxilon red after 3&#xa0;hours of contact time in the PBR increased from 73% to 86% when the initial dye concentration increased from 5&#xa0;mg. L<sup>-1</sup>&#x2013;15&#xa0;mg. L<sup>-1</sup>. Increasing initial dye concentration increases the likelihood of contact between dye molecules and the biosorbent (<xref ref-type="bibr" rid="B26">Gupta and Suhas, 2009</xref>).</p>
<p>In contrast, the removal percentage decreased from nearly 75% to almost 53% when the initial concentration increased from 20&#xa0;mg. L<sup>-1</sup>&#x2013;30&#xa0;mg. L<sup>-1</sup>. This may be explained by the fact that the available binding sites are getting filled by microalgae cells, leading to a decrease in removal efficiency (<xref ref-type="bibr" rid="B68">Yagub et al., 2014</xref>).</p>
<p>Similar results has been reported in the literature (<xref ref-type="bibr" rid="B47">&#xd6;zcan et al., 2005</xref>; <xref ref-type="bibr" rid="B67">Yagub et al., 2012</xref>; <xref ref-type="bibr" rid="B72">Zhang et al., 2012</xref>). For example, <xref ref-type="bibr" rid="B67">Yagub et al. (2012)</xref> examined the impact of initial dye concentrations on pine leaves&#x2019; adsorption of methylene blue. Their findings indicated that with an increase in the initial dye concentration from 10 to 90&#xa0;mg&#xa0;L<sup>-1</sup>, there was a corresponding decline in the percentage of dye removal from approximately 96% to almost 41%. As the initial dye concentration rises, less dye is removed because the adsorption sites on the pine tree leaves get saturated more quickly, leaving fewer sites for subsequent dye molecules. Although higher initial dye concentrations provide a stronger driving force for mass transfer, the removal efficiency decreases as the adsorption sites are occupied. Additionally, as dye concentration increases, more dye molecules compete for the same adsorption sites, reducing the overall effectiveness of removal. Even as the adsorption capacity and the quantity of dye absorbed per Gram of adsorbent increases, the percentage removal decreases due to the adsorbent&#x2019;s limited capacity (<xref ref-type="bibr" rid="B67">Yagub et al., 2012</xref>).</p>
<p>Furthermore, desorption becomes more probable at higher concentrations, as the concentration gradient causes adsorbed dye molecules to be released back into the solution, leading to a further decrease in removal efficiency. This phenomenon occurs because the dye concentration in the bulk solution is considerably higher, and the dye molecules on the microalgae surface may be &#x201c;pushed&#x201d; back into the solution as the system attempts to reach equilibrium (<xref ref-type="bibr" rid="B52">Rafatullah et al., 2019</xref>).</p>
</sec>
</sec>
<sec id="s3-2">
<label>3.2</label>
<title>Adsorption kinetic study</title>
<sec id="s3-2-1">
<label>3.2.1</label>
<title>Contact time</title>
<p>Identifying the appropriate kinetic model is crucial to analyzing the time-based variation in dye concentration. <xref ref-type="fig" rid="F3">Figure 3</xref> shows the relationship between dye concentration and biosorption efficiency as a function of contact time, using an initial dye concentration of 15&#xa0;mg. L<sup>-1</sup>.</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Effect of contact time on the Maxilon red removal efficiency at DW &#x3d; 2.5&#xa0;g. L<sup>-1</sup> of micro algae and with initial dye concentration of 15&#xa0;mg. L<sup>-1</sup>.</p>
</caption>
<graphic xlink:href="frmst-04-1653159-g003.tif">
<alt-text content-type="machine-generated">Scatter plot showing concentration and removal efficiency over time. The x-axis represents time in hours, from 0 to 4. The left y-axis indicates concentration in milligrams per liter, and the right y-axis shows removal efficiency in percentage. Data points are marked with red circles and blue squares, depicting trends in concentration decreasing and removal efficiency increasing over time. Error bars are included for each data point.</alt-text>
</graphic>
</fig>
<p>The biosorption rate was quick at first, reaching an efficiency of 85% within 2.5&#xa0;h; after that point, no significant change in dye concentration was observed. Consequently, the dye concentration at t &#x3d; 2.5&#xa0;h, measured at 2.2&#xa0;mg. L<sup>-1</sup>, was considered the equilibrium concentration (<italic>C</italic>
<sub>
<italic>e</italic>
</sub>). The equilibrium biosorption capacity (<inline-formula id="inf25">
<mml:math id="m32">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>) was calculated to be 5.12&#xa0;mg&#xa0;g<sup>-1</sup> using <xref ref-type="disp-formula" rid="e2">Equation 2</xref>.</p>
<p>The data gathered from experiments were fitted with the plot and the value of <inline-formula id="inf26">
<mml:math id="m33">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>d</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> was estimated from the slope.</p>
<p>The mentioned kinetic models&#x2019; data fitting is presented in <xref ref-type="table" rid="T3">Table 3</xref>.</p>
<table-wrap id="T3" position="float">
<label>TABLE 3</label>
<caption>
<p>Kinetic coefficients data for Maxilon red biosorption onto the <italic>Chlorella vulgaris</italic> biomass.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th rowspan="2" align="left">Kinetic models</th>
<th align="center">Coefficients</th>
<th align="left">Value</th>
</tr>
<tr>
<th align="center">
<inline-formula id="inf27">
<mml:math id="m34">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> experimental</th>
<th align="left">5.12&#xa0;mg&#xa0;g<sup>-1</sup>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Pseudo-first-order kinetic</td>
<td align="center">
<inline-formula id="inf28">
<mml:math id="m35">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
<break/>
<inline-formula id="inf29">
<mml:math id="m36">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
<break/>
<italic>R</italic>
<sup>2</sup>
</td>
<td align="left">1.078 min<sup>-1</sup>
<break/>5.11&#xa0;mg g<sup>-1</sup>
<break/>0.996</td>
</tr>
<tr>
<td align="left">Pseudo-second-order kinetic</td>
<td align="center">
<inline-formula id="inf30">
<mml:math id="m37">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
<break/>
<inline-formula id="inf31">
<mml:math id="m38">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
<break/>
<italic>R</italic>
<sup>2</sup>
</td>
<td align="left">0.751&#xa0;g&#xa0;mg<sup>-1</sup>.min<sup>-1</sup>
<break/>83.33&#xa0;mg g<sup>-1</sup>
<break/>0.877</td>
</tr>
<tr>
<td align="left">Elovich</td>
<td align="center">
<italic>&#x3b1;</italic>
<break/>
<italic>&#x3b2;</italic>
<break/>
<inline-formula id="inf32">
<mml:math id="m39">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
<break/>
<italic>R</italic>
<sup>2</sup>
</td>
<td align="left">12.86&#xa0;mg&#xa0;g<sup>-1</sup>.min<sup>-1</sup>
<break/>0.61&#xa0;g&#xa0;mg<sup>-1</sup>
<break/>4.51&#xa0;mg g<sup>-1</sup>
<break/>0.998</td>
</tr>
<tr>
<td align="left">Intra-particle diffusion model</td>
<td align="center">
<inline-formula id="inf33">
<mml:math id="m40">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mi>d</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
<break/>
<italic>C</italic>
<break/>
<inline-formula id="inf34">
<mml:math id="m41">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
<break/>
<italic>R</italic>
<sup>2</sup>
</td>
<td align="left">3.261&#xa0;mg&#xa0;g<sup>&#x2212;1</sup>.min<sup>&#x2212;0.5</sup>
<break/>0.0054<break/>6.53&#xa0;mg g<sup>-1</sup>
<break/>0.997</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>A comparative analysis of the correlation coefficients (<italic>R</italic>
<sup>2</sup> values) presented in <xref ref-type="table" rid="T3">Table 3</xref> reveals significant differences in the performance of the kinetic models applied to the biosorption of Maxilon Red onto <italic>Chlorella vulgaris</italic> biomass. The pseudo-second-order kinetic model, characterized by a relatively low <italic>R</italic>
<sup>2</sup> value of 0.877, demonstrates a poor fit and can therefore be reasonably excluded from further consideration. In contrast, the Elovich model shows a notably high <italic>R</italic>
<sup>2</sup> value, suggesting a strong correlation with the experimental data. This implies that the adsorption process likely occurs on a heterogeneous surface, where the adsorption rate decreases over time due to the progressive occupation of active sites. As biosorption progresses, variations in surface heterogeneity or adsorption energy may arise, potentially caused by non-uniform site utilization or changes in the physicochemical properties of the microalgal surface. The intra-particle diffusion model also demonstrates a high <italic>R</italic>
<sup>2</sup> value, underscoring the potential role of pore diffusion in the overall adsorption mechanism. This observation indicates that intra-particle transport significantly influences the migration of dye molecules within the biomass matrix. Furthermore, the pseudo-first-order model yields an <italic>R</italic>
<sup>2</sup> value of 0.996, indicating a strong fit and suggesting that the adsorption rate is primarily controlled by the difference between the equilibrium capacity and the amount adsorbed at a given time. This supports a rate-limiting step consistent with a linear adsorption mechanism. In addition to the high correlation, the pseudo-first-order model predicts an equilibrium biosorption capacity (q<sub>e</sub> &#x3d; 5.11&#xa0;mg&#xa0;g<sup>-1</sup>) nearly identical to the experimentally observed value (q<sub>e,exp</sub> &#x3d; 5.12&#xa0;mg&#xa0;g<sup>-1</sup>). Although the Elovich model offers a marginally higher <italic>R</italic>
<sup>2</sup> value (0.998), the 0.002 difference is negligible in practical terms. Moreover, the Elovich model underestimates the equilibrium capacity more substantially (q<sub>e</sub> &#x3d; 4.51&#xa0;mg&#xa0;g<sup>-1</sup>). Although the Elovich model had the best <italic>R</italic>
<sup>2</sup>, the authors favour the pseudo-first-order model based solely on the closeness of predicted and experimental q<sub>e</sub>. Considering both the statistical goodness of fit and the superior agreement between the predicted and experimental q<sub>e</sub> values, the pseudo-first-order model is identified as the most appropriate and reliable kinetic model for describing the biosorption behavior of Maxilon Red onto <italic>C. vulgaris</italic> biomass under the conditions studied.</p>
<p>Identifying the pseudo-first-order model as the most appropriate kinetic model for the biosorption of Maxilon Red onto <italic>C. vulgaris</italic> biomass holds significant scientific and practical value. The model&#x2019;s strong agreement with experimental data, reflected in a high correlation coefficient (<italic>R</italic>
<sup>2</sup> &#x3d; 0.996) and a predicted equilibrium adsorption capacity (q<sub>e</sub> &#x3d; 5.11&#xa0;mg&#xa0;g<sup>-1</sup>) that closely matches the experimental value (5.12&#xa0;mg&#xa0;g<sup>-1</sup>), enables accurate prediction of adsorption behavior and informs the design and optimization of treatment systems. This allows for precisely determining contact times, reactor sizing, and operational efficiency in dye removal processes. Moreover, the mechanical importance of a rate-limiting step driven by the difference between available adsorption sites and the amount adsorbed provides insight into surface-based sorption dynamics, suggesting potential improvements to biosorbent materials. The model also supports reliable scale-up from laboratory to industrial applications, reduces dependence on extensive experimentation, and enhances the credibility of economic and environmental examinations. Therefore, adopting the pseudo-first-order model offers theoretical understanding and enables the practical implementation of efficient, scalable, and sustainable biosorption systems.</p>
</sec>
</sec>
<sec id="s3-3">
<label>3.3</label>
<title>Adsorption isotherm</title>
<p>The biosorption process by <italic>C. vulgaris</italic> was estimated using different Maxilon red concentrations using the Langmuir and Freundlich isotherm models. The red dye initial concentration (C<sub>0</sub>) of 5, 10, 15, 20, 25, and 30&#xa0;mg. L<sup>-1</sup> reached the Ce of 1.32, 2.1, 2.2, 5.4, 9.5 and 14.1&#xa0;mg. L<sup>-1</sup>, respectively.</p>
<p>The Langmuir adsorption isotherm describes the monolayer biosorption of various metals onto bio sorbents. The Langmuir model is the most commonly used model for characterizing heterogeneous metal biosorption. The Langmuir adsorption isotherm is given in the following equation (<xref ref-type="disp-formula" rid="e8">Equation 8</xref>) (<xref ref-type="bibr" rid="B51">Pradhan et al., 2019</xref>).<disp-formula id="e8">
<mml:math id="m47">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mn>1</mml:mn>
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>l</mml:mi>
</mml:msub>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi mathvariant="italic">max</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#x2b;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi mathvariant="italic">max</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(8)</label>
</disp-formula>where, <inline-formula id="inf40">
<mml:math id="m48">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>l</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> represents the Langmuir binding constant (L. mg<sup>-1</sup>), <inline-formula id="inf41">
<mml:math id="m49">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>max</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the maximum amount of Cr(III) adsorbed per unit weight of adsorbent (mg. g<sup>-1</sup>). Consequently, a linear graph of <inline-formula id="inf42">
<mml:math id="m50">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</inline-formula> vs <inline-formula id="inf43">
<mml:math id="m51">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> using experimental data illustrates the Langmuir isotherm parameters (slope &#x3d; <inline-formula id="inf44">
<mml:math id="m52">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi mathvariant="italic">max</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</inline-formula> , and intercept &#x3d; <inline-formula id="inf45">
<mml:math id="m53">
<mml:mrow>
<mml:mfrac>
<mml:mn>1</mml:mn>
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>l</mml:mi>
</mml:msub>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi mathvariant="italic">max</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</inline-formula>). The Langmuir isotherm was then analyzed through the interpretation of the Langmuir equilibrium parameter (<italic>R</italic>
<sub>
<italic>L</italic>
</sub>), as given in <xref ref-type="disp-formula" rid="e9">Equation 9</xref> (<xref ref-type="bibr" rid="B43">Maleki et al., 2015</xref>).<disp-formula id="e9">
<mml:math id="m54">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mi>L</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mn>1</mml:mn>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>l</mml:mi>
</mml:msub>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(9)</label>
</disp-formula>
</p>
<p>The value of <italic>R</italic>
<sub>
<italic>L</italic>
</sub> defines the nature of the biosorption process, it can be classified as below: unfavorable (<italic>R</italic>
<sub>
<italic>L</italic>
</sub> &#x3e; 1), linear (<italic>R</italic>
<sub>
<italic>L</italic>
</sub> &#x3d; 1), favorable (0 &#x3c; <italic>R</italic>
<sub>
<italic>L</italic>
</sub> &#x3c; 1), or irreversible (<italic>R</italic>
<sub>
<italic>L</italic>
</sub> &#x3d; 0) (<xref ref-type="bibr" rid="B58">Sathvika et al., 2016</xref>).</p>
<p>The Freundlich model is understood to assume multilayer adsorption on heterogeneous surfaces. The model assumes that the adsorption sites are occupied in multilayers by the binding capacities. The model is expressed by the following <xref ref-type="disp-formula" rid="e10">Equation 10</xref> (<xref ref-type="bibr" rid="B51">Pradhan et al., 2019</xref>).<disp-formula id="e10">
<mml:math id="m55">
<mml:mrow>
<mml:mi>log</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>log</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mi>n</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>log</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
<label>(10)</label>
</disp-formula>where, <inline-formula id="inf46">
<mml:math id="m56">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the constant of Freundlich isotherm (mg.g<sup>-1</sup>) which is related to adsorption capacity, and <inline-formula id="inf47">
<mml:math id="m57">
<mml:mrow>
<mml:mfrac bevelled="true">
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
</inline-formula> is another constant related to the intensity of biosorption. <inline-formula id="inf48">
<mml:math id="m58">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is a value that characterizes the practicability of the isotherm, e.g., irreversible (<inline-formula id="inf49">
<mml:math id="m59">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> &#x3d; 0); favorable (0&#x3c; <inline-formula id="inf50">
<mml:math id="m60">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> &#x3c;1); unfavorable (<inline-formula id="inf51">
<mml:math id="m61">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> &#x3e; 1). By plotting <inline-formula id="inf52">
<mml:math id="m62">
<mml:mrow>
<mml:mi>log</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> against <inline-formula id="inf53">
<mml:math id="m63">
<mml:mrow>
<mml:mi>log</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>e</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> using experimental data, <inline-formula id="inf54">
<mml:math id="m64">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf55">
<mml:math id="m65">
<mml:mrow>
<mml:mi>log</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> will be realized as the line slope and intercept, respectively. Furthermore, the calculated parameters of the Langmuir and the Freundlich isotherm models are shown in <xref ref-type="table" rid="T4">Table 4</xref>.</p>
<table-wrap id="T4" position="float">
<label>TABLE 4</label>
<caption>
<p>The obtained Langmuir and Freundlich coefficients.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">Isotherm model</th>
<th align="left">Coefficient and variables</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Langmuir isotherm model</td>
<td align="left">
<inline-formula id="inf35">
<mml:math id="m42">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>l</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> 0.304&#xa0;L&#xa0;mg<sup>-1</sup>
<break/>
<inline-formula id="inf36">
<mml:math id="m43">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi>max</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> 8.16&#xa0;mg g<sup>-1</sup>
<break/>
<inline-formula id="inf37">
<mml:math id="m44">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mi>L</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> 0.18<break/>
<italic>R</italic>
<sup>2</sup> &#x3d; 0.908</td>
</tr>
<tr>
<td align="left">Freundlich isotherm model</td>
<td align="left">
<inline-formula id="inf38">
<mml:math id="m45">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> 2.105&#xa0;mg g<sup>-1</sup>
<break/>
<inline-formula id="inf39">
<mml:math id="m46">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#x3d;</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> 0.494<break/>
<italic>R</italic>
<sup>2</sup> &#x3d; 0.653</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The poor value of <italic>R</italic>
<sup>2</sup> of the Freundlich model (0.653) in comparison with the <italic>R</italic>
<sup>2</sup> value for the Langmuir model (0.908) shows that the Langmuir model generated a more accurate fit to the experimental data. Meaning that adsorption occurs in a single layer on a homogeneous surface with a finite number of specific adsorption sites. Once the aforementioned sites are filled, no further adsorption can happen, which suggests that the adsorbent has a maximum capacity, represented as <inline-formula id="inf56">
<mml:math id="m66">
<mml:mrow>
<mml:msub>
<mml:mi>q</mml:mi>
<mml:mi mathvariant="italic">max</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>. The model is predicated on the assumption that there is no interaction between adsorbed molecules and that all adsorption sites have the same capacity for the adsorbate. This makes it suitable for uniform surface adsorption processes (<xref ref-type="bibr" rid="B51">Pradhan et al., 2019</xref>). The resulting values for R<sub>L</sub> were 0.18 for the <italic>C</italic>
<sub>
<italic>0</italic>
</sub> of 15&#xa0;mg. L<sup>-1</sup>. The results of the calculations suggest that the Maxilon red dye biosorption process onto the microalgae biomass was a favorable one.</p>
</sec>
<sec id="s3-4">
<label>3.4</label>
<title>Dye removal performance with continuous dynamic membrane photobioreactor</title>
<p>The optimal concentration for maximum dye removal in the PBR system as batch mode of operation was determined to be 15&#xa0;mg. L<sup>-1</sup>. This approach uses the same ideal dye loading conditions to evaluate the performance of batch PBR and continuous DMPBR. <xref ref-type="fig" rid="F4">Figure 4</xref> represents the removal efficiency of Maxilon Red when DMPBR is used, which is the continuous mode. The removal efficiency of dye removal is almost constant during the 10&#xa0;h of operation and almost full dye removal can be reached 98% for initial dye concentrations of 15&#xa0;mg. L<sup>-1</sup> Utilizing a DM offers a distinct advantage, as it ensures the maintenance of physical separation even after achieving equilibrium in the batch PBR after 2.5&#xa0;h. This characteristic enhances the overall efficiency of the biosorption system, surpassing the efficiency of a single biosorption system. This suggests a potential for synergistic use of suspended biosorbent and microalgal DM in a DMPBR. These findings suggest that the DMPBR system&#x2019;s synergy with suspended biosorbents and a dynamic membrane optimizes overall performance despite fouling&#x2019;s limitations. Statistical analysis showed a significant effect on the dye removal efficiency by incorporating a DM into the system (p-value&#x2c2;0.05).</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Maxilon red dye removal efficiency <italic>versus</italic> time (dye initial concentration 15&#xa0;mg. L<sup>-1</sup>) via batch PBR and continuous DMPBR. (The experiment was conducted in triplicate (n &#x3d; 3)).</p>
</caption>
<graphic xlink:href="frmst-04-1653159-g004.tif">
<alt-text content-type="machine-generated">Bar graph showing removal efficiency percentages for Batch PBR and DMPBR. Batch PBR, in pink, achieves slightly above 80%. DMPBR, in orange, reaches slightly above 90%. The graph includes error bars.</alt-text>
</graphic>
</fig>
<p>When comparing these results with the ones from the literature (<xref ref-type="bibr" rid="B7">Berkessa et al., 2020</xref>), they had reached almost 98% of Remazol Brilliant Blue R (&#x223c;50% pure) removal in a reactor with working volume of 10&#xa0;L. The dynamic membrane, with total filtration area of 0.01&#xa0;m<sup>2</sup>, was immersed in the cylindrical side stream reactor with a volume of 4&#xa0;L (<xref ref-type="bibr" rid="B7">Berkessa et al., 2020</xref>).</p>
<p>Although the present results show that DMPBR cannot remove the dye much more than anaerobic dynamic membrane reactor and living membrane bioreactor (almost 98% for all cases). However, it can be argued that the potential of the current research is its green nature, meaning that it is less harmful to the environment and produces no dangerous chemicals.</p>
</sec>
<sec id="s3-5">
<label>3.5</label>
<title>FTIR analysis</title>
<p>The spectral analysis was conducted within the range of 400 to 4,000&#xa0;cm<sup>-1</sup>. It was determined that the cell walls of microalgae contain a variety of chemical groups, including hydroxyl, carbonyl, and sulfhydryl, and it is the responsibility of these proteins to determine the adsorption ability of the microalgal cell (<xref ref-type="bibr" rid="B51">Pradhan et al., 2019</xref>). As illustrated in <xref ref-type="fig" rid="F5">Figure 5</xref>, the FTIR spectra demonstrates <italic>Chlorella vulgaris</italic> microalgae before and after Maxilon Red dye adsorption.</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>FTIR analysis of red dye adsorption using <italic>Chlorella vulgaris</italic> microalgae; <bold>(a)</bold> Pure <italic>Chlorella vulgaris</italic> suspension; <bold>(b)</bold> Dynamic membrane after dye treatment.</p>
</caption>
<graphic xlink:href="frmst-04-1653159-g005.tif">
<alt-text content-type="machine-generated">Two graphs compare FTIR spectra. Image (a) shows Chlorella vulgaris before treatment, highlighting peaks at 3425, 2365, 2060, 1635, 1395, and 730 cm&#x207B;&#xB9;. Image (b) displays a microalgal dynamic membrane with peaks at 3470, 2925, 2365, 1660, 1410, and 1042 cm&#x207B;&#xB9;. Both plots indicate transmittance versus wavenumber.</alt-text>
</graphic>
</fig>
<p>The broad O-H stretching band at 3425&#xa0;cm<sup>-1</sup> shifts to 3480&#xa0;cm<sup>-1</sup> with reduced intensity after dye adsorption, indicating the interaction of hydroxyl groups with the dye molecules, likely through hydrogen bonding (<xref ref-type="bibr" rid="B10">Chin et al., 2020</xref>). A shift of the C&#x3d;O stretching peak from 1635&#xa0;cm<sup>-1</sup> to 1665&#xa0;cm<sup>-1</sup> suggests that carbonyl groups, possibly from ketones, aldehydes, carboxylic acids, primary amides, and esters, which are involved in the dye binding (<xref ref-type="bibr" rid="B49">Peng et al., 2015</xref>). The peak at 2100&#xa0;cm<sup>-1</sup> wavenumber generally corresponds to the stretching of a carbon-carbon triple bond (C&#x2261;C), typical of alkyne groups, although it can also be associated with nitrile groups (C&#x2261;N) in some cases. Upon adsorption of Maxilon red dye, this peak disappeared, suggesting a significant interaction between the dye and the functional groups responsible for this absorption. The 710&#xa0;cm<sup>-1</sup> peak is the most significant in the fingerprint region and correlates with aliphatic chloro compounds, C-Cl stretch, and has disappeared due to dye adsorption. This phenomenon can result in a modification of the vibrational frequencies of the functional groups present on the surface of the biomass. The binding of sorbate to functional groups, such as carboxyl (-COO-), hydroxyl (-OH), amino (-NH<sub>4</sub>), or phosphate (-PO<sub>4</sub>
<sup>&#x2212;3</sup>), has the potential to alter the associated peaks in the fingerprint region resulting in a decrease in wave number (<xref ref-type="bibr" rid="B63">Tattibayeva et al., 2022</xref>). The peak at 1040&#xa0;cm<sup>-1</sup>, associated with C-O stretching vibrations in polysaccharides or C-N stretching in proteins (<xref ref-type="bibr" rid="B13">Crou&#xe9; et al., 2003</xref>), showed a potential increase in intensity after dye adsorption. This could be due to the surface adsorption of dye molecules, hydrogen bonding interactions, or the formation of weak new C-O bonds resulting from the interaction of dye molecules with the polysaccharides and proteins in the microalgae cell wall (<xref ref-type="bibr" rid="B51">Pradhan et al., 2019</xref>). These results underscore the complexity of the adsorption process and reinforce the potential of <italic>Chlorella vulgaris</italic> as a promising biosorbent for dye removal.</p>
</sec>
<sec id="s3-6">
<label>3.6</label>
<title>SEM analysis</title>
<p>
<xref ref-type="fig" rid="F6">Figures 6a,b</xref> shows SEM images of <italic>C. vulgaris</italic> before dye removal, and with adsorbed dye on the microalgal dynamic membrane, respectively, with magnification of 1000X.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>SEM images of <bold>(a)</bold> raw <italic>Chlorella vulgaris</italic> suspension; <bold>(b)</bold> adsorbed dye on microalgal dynamic membranes.</p>
</caption>
<graphic xlink:href="frmst-04-1653159-g006.tif">
<alt-text content-type="machine-generated">Scanning electron microscope images showing two different surfaces. Panel (a) depicts a surface with scattered small spherical particles. Panel (b) shows the same surface with larger, irregular and rough formations alongside the spherical particles. Both images are magnified at one thousand times with a scale bar indicating ten micrometers.</alt-text>
</graphic>
</fig>
<p>SEM micrographs (<xref ref-type="fig" rid="F5">Figure 5</xref>) display the morphological changes<italic>.</italic> Raw <italic>Chlorella vulgaris</italic> cells have smooth, spherical surfaces before dye adsorption (<xref ref-type="fig" rid="F5">Figure 5a</xref>). On the contrary, the microalgal DM after dye adsorption shows a heterogeneous, porous, biofilm-like layer packed with irregular aggregates after dye treatment (<xref ref-type="fig" rid="F5">Figure 5b</xref>). This texture and multilayered structure result from the deposition of microalgal cells, extracellular polymeric substances (EPS), and adsorbed dye particles. The participation of the hydroxyl and carbonyl groups in the FTIR shows that the EPS matrix forms the cake layer that forms the DM&#x2019;s physical barrier in addition to capturing dye molecules (<xref ref-type="bibr" rid="B37">Liao et al., 2018</xref>). By overcoming equilibrium constraints and continuously renewing binding sites within the EPS matrix while maintaining a structured cake layer, the DMPBR enhances contact between biomass and dye, which explains why it outperforms the batch PBR (<xref ref-type="bibr" rid="B17">Diaz-Uribe et al., 2021</xref>).</p>
</sec>
<sec id="s3-7">
<label>3.7</label>
<title>DMPBR and circular economy</title>
<p>DMPBR offers a promising method for a circular economy by considering wastewater not as a pollutant but as a resource (<xref ref-type="bibr" rid="B25">Goh et al., 2022</xref>). Textile wastewater contains effluents such as nitrate and phosphate, which would benefit microalgae growth, enabling simultaneous wastewater treatment, Maxilon red dye removal, and biomass generation. The dynamic membrane formed on the membrane&#x2019;s surface improves wastewater removal and offers a low-energy alternative to conventional PBR systems (<xref ref-type="bibr" rid="B38">Liao et al., 2024</xref>). This study shows that DMPBRs are highly effective for Maxilon red dye removal. Moreover, the photosynthetic-based nature of microalgae would allow the occurrence of CO<sub>2</sub> capturing at the same time as microalgae cells require CO<sub>2</sub> for growth (<xref ref-type="bibr" rid="B38">Liao et al., 2024</xref>).</p>
<p>Furthermore, by optimizing resource use and reducing waste, the biomass produced in the DMPBR may be sustainably recycled into high-value products, supporting the zero-waste biorefinery concept. One important use is creating thin-film composite (TFC) membranes, which provide an economical and sustainable substitute for conventional materials. These membranes, which are made from algae biomass cultivated in wastewater, exhibit durability and robustness for a range of industrial applications, including organic solvent nanofiltration (OSN) systems, thus promoting the ideas of green chemistry. Furthermore, the biomass can be utilized to create carbonaceous anodes for lithium-ion batteries and optically pure (R)-&#x3b3;-valerolactone ((R)-GVL) for biopharmaceuticals and bioplastics, which will help create more sophisticated energy storage systems and lower CO<sub>2</sub> emissions (<xref ref-type="bibr" rid="B69">Yang et al., 2023</xref>; <xref ref-type="bibr" rid="B8">Cha et al., 2024</xref>).</p>
<p>However, the feasibility of dye recovery remains a challenge. The reason is that most dyes (such as Maxilon red) undergo structural transformation or degradation during the treatment period, making them unusable for reuse; nevertheless, although partial recovery is theoretically possible, whether this recovered dye is efficient or economically logical needs further research and discussion (<xref ref-type="bibr" rid="B56">Sarioglu and A&#x15f;kal, 2018</xref>; <xref ref-type="bibr" rid="B50">Pimentel et al., 2023</xref>). Therefore, it is recommended that DMPBRs be used for resource recovery, pollutant neutralization, and wastewater treatment rather than dye recovery (<xref ref-type="bibr" rid="B25">Goh et al., 2022</xref>; <xref ref-type="bibr" rid="B38">Liao et al., 2024</xref>).</p>
</sec>
</sec>
<sec sec-type="conclusion" id="s4">
<label>4</label>
<title>Conclusion</title>
<p>The discharge of dye-contaminated wastewater from textile and dye-processing industries presents a persistent environmental challenge. This study compared a conventional batch photobioreactor (PBR) to a dynamic membrane photobioreactor (DMPBR) operating in continuous mode, both employing <italic>C. vulgaris</italic> for the removal of Maxilon Red dye. The batch PBR achieved high initial removal rates but was limited by biosorption equilibrium, beyond which no further dye removal occurred. In contrast, the continuous DMPBR maintained a consistently high removal efficiency (&#x223c;98%), effectively overcoming biosorption saturation and enhancing system stability, effluent quality, and biomass productivity. While these results demonstrate the promise of DMPBRs as efficient and eco-friendly systems for textile wastewater treatment, several limitations must be mentioned. First, the system&#x2019;s performance was analyzed under controlled laboratory conditions using synthetic wastewater; hence, scalability and robustness under real, complex textile effluents remain to be fully validated. Second, although dynamic membranes improve filtration, long-term operation may still lead to performance decline due to biofouling or EPS accumulation, which requires further monitoring and optimization. Third, dye recovery remains technically challenging, as most dyes undergo partial degradation or irreversible binding, reducing their reuse potential. Finally, while microalgal biomass offers opportunities for valorization, its safety and market viability depend on stringent downstream processing to ensure removal of residual pollutants. Future work should focus on pilot-scale validation with real wastewater, techno-economic analysis, and development of integrated valorization pathways to fully realize the circular economy potential of microalgal DMPBR systems.</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s5">
<title>Data availability statement</title>
<p>The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding author.</p>
</sec>
<sec sec-type="author-contributions" id="s6">
<title>Author contributions</title>
<p>SF: Writing &#x2013; review and editing, Writing &#x2013; original draft, Investigation, Formal analysis. IA: Writing &#x2013; original draft, Investigation, Formal analysis, Writing &#x2013; review and editing. ME: Investigation, Writing &#x2013; original draft, Formal analysis, Conceptualization, Validation, Writing &#x2013; review and editing. SH: Conceptualization, Writing &#x2013; original draft, Validation, Investigation, Formal analysis, Writing &#x2013; review and editing. GL: Writing &#x2013; original draft. MH: Writing &#x2013; review and editing, Writing &#x2013; original draft, Supervision. FP: Writing &#x2013; original draft, Project administration, Conceptualization, Writing &#x2013; review and editing.</p>
</sec>
<sec sec-type="COI-statement" id="s8">
<title>Conflict of interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec id="s9">
<title>Correction note</title>
<p>This article has been corrected with minor changes. These changes do not impact the scientific content of the article.</p>
</sec>
<sec sec-type="ai-statement" id="s10">
<title>Generative AI statement</title>
<p>The author(s) declare that no Generative AI was used in the creation of this manuscript.</p>
</sec>
<sec sec-type="disclaimer" id="s11">
<title>Publisher&#x2019;s note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
<fn-group>
<fn fn-type="custom" custom-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2807731/overview">Soraya Phumzile Malinga</ext-link>, University of Johannesburg, South Africa</p>
</fn>
<fn fn-type="custom" custom-type="reviewed-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/805688/overview">Gyorgy Szekely</ext-link>, King Abdullah University of Science and Technology, Saudi Arabia</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2793482/overview">Kok Chung Chong</ext-link>, Universiti Tunku Abdul Rahman, Malaysia</p>
</fn>
</fn-group>
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