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<dc:title>Optimization of a chemical scrubbing process based on a Fe-EDTA-carbonate based solvent for the simultaneous removal of CO2 and H2S from biogas</dc:title>
<dc:creator>Marín de Jesús, David Fernando</dc:creator>
<dc:creator>Vega Alegre, María del Sol</dc:creator>
<dc:creator>Lebrero Fernández, Raquel</dc:creator>
<dc:creator>Muñoz Torre, Raúl</dc:creator>
<dc:description>Producción Científica</dc:description>
<dc:description>The potential of a novel Fe/EDTA/carbonate-based scrubbing process for the simultaneous removal of H2S and CO2 from biogas was studied by evaluating the influence of Fe/EDTA molarity (M), carbonate concentration (IC), biogas (B), air (A) and liquid (L) flow rates on biogas upgrading performance using a Taguchi L16(45) experimental design. The ANOVA demonstrated that molarity of the Fe/EDTA solution was a significant factor influencing H2S concentration (0.035 % at 0.00 M to 0.000 % at 0.05 M). IC impacted on the concentrations of CO2 (13.1 and 4.5 % at 4000 and 10,000 mg L−1, respectively), N2 and CH4 (85.9 and 94.5 % at 4000 and 10,000 mgIC L−1, respectively). The biogas flow rate affected the concentrations of CO2 (2.5 to 13.8% at 10 and 40 mL min−1, respectively), O2, N2 and CH4 (95.9 to 85.4% at 10 and 40 mL min−1, respectively). Likewise, the recycling liquid flow rate affected CO2 (8.3 and 5.9 % at 5 and 30 mL min−1, respectively), O2, N2 and CH4 (90.5 and 93.3 % at 5 and 40 mL min−1, respectively) concentrations. Finally, the air flow rate impacted on CO2 (10.8 and 6.7 % at 800 and 1000 mL min−1, respectively), H2S, N2 and CH4 (87.9 and 92.2 % at 800 and 1000 mL min−1, respectively) concentrations. Process optimization provided the optimal conditions for each control factor. Continuous biogas upgrading operation at M2-IC1-B2-A4-L4 (0.05 M, 10,000 mgIC L−1, 10 mL min−1, 1000 mL min−1 and 30 mL min−1, respectively) provided CH4, CO2, O2, N2 and H2S concentration in the upgrading biogas of 97.4, 1.4, 0.29, 0.97 and 0%, respectively, which complied with biomethane regulations.</dc:description>
<dc:date>2021-06-15T13:07:29Z</dc:date>
<dc:date>2021-06-15T13:07:29Z</dc:date>
<dc:date>2020</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:identifier>Journal of Water Process Engineering, 2020, vol. 37, p. 101476</dc:identifier>
<dc:identifier>2214-7144</dc:identifier>
<dc:identifier>https://uvadoc.uva.es/handle/10324/46877</dc:identifier>
<dc:identifier>10.1016/j.jwpe.2020.101476</dc:identifier>
<dc:identifier>101476</dc:identifier>
<dc:identifier>Journal of Water Process Engineering</dc:identifier>
<dc:identifier>37</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>https://www.sciencedirect.com/science/article/pii/S2214714420303548</dc:relation>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
<dc:rights>© 2020 Elsevier</dc:rights>
<dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
<dc:publisher>Elsevier</dc:publisher>
<dc:peerreviewed>SI</dc:peerreviewed>
</ow:Publication>
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