S4 Fig -

<p>AZT adsorption on L-500 in municipal wastewater effluent. (a) Adsorption capacity, (b) Final pH. Experimental conditions: C0: 100 mg AZT L−1, L-500 dose: 50 g L−1, pH: 7.0, P.S.: <300 μm, T: 22°C.</p> <p>(DOCX)</p>

Publication Details

Journal
Figshare
Published
2025-01-09
DOI
https://doi.org/10.1371/journal.pone.0316487.s009
Primary Topic
Adsorption and biosorption for pollutant removal
Type
article
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S4 Fig -

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Adsorption and biosorption for pollutant removal
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Abstract

<p>AZT adsorption on L-500 in municipal wastewater effluent. (a) Adsorption capacity, (b) Final pH. Experimental conditions: C0: 100 mg AZT L−1, L-500 dose: 50 g L−1, pH: 7.0, P.S.: <300 μm, T: 22°C.</p> <p>(DOCX)</p>

Figshare
Clean water and sanitation
Openalex Percentile: Top 60%
Adsorption and biosorption for pollutant removal
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