Evaluating the Feasibility of Employing Dynamic Membranes for the Direct Filtration of Municipal Wastewater
The aim of this study was to assess the feasibility of using dynamic membranes for direct filtration of municipal wastewater. The influence of different alternative supporting materials (one or two layers of flat open monofilament woven polyamide meshes with 1 or 5 µm of pore size) was studied. A st...
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MDPI AG
2022-10-01
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Online Access: | https://www.mdpi.com/2077-0375/12/10/1013 |
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author | Pau Sanchis-Perucho Daniel Aguado José Ferrer Aurora Seco Ángel Robles |
author_facet | Pau Sanchis-Perucho Daniel Aguado José Ferrer Aurora Seco Ángel Robles |
author_sort | Pau Sanchis-Perucho |
collection | DOAJ |
description | The aim of this study was to assess the feasibility of using dynamic membranes for direct filtration of municipal wastewater. The influence of different alternative supporting materials (one or two layers of flat open monofilament woven polyamide meshes with 1 or 5 µm of pore size) was studied. A stable short-term self-forming DM was achieved (from some hours to 3 days) regardless of the supporting material used, producing relatively similar permeate qualities (total suspended solids, chemical oxygen demand, total nitrogen, total phosphorous and turbidity of 67–88 mg L<sup>−1</sup>, 155–186 mg L<sup>−1</sup>, 48.7–50.4 mg L<sup>−1</sup>, 4.7–4.9 mg L<sup>−1</sup>, and 167–174 NTU, respectively). A DM permeability loss rate of from 5.21 to 10.03 LMH bar<sup>−1</sup> day<sup>−1</sup> was obtained, which depended on the supporting material used. Unfortunately, the preliminary energy, carbon footprint, and economic evaluations performed showed that although DMs obtain higher pollutant captures than conventional treatments (primary settler), the benefits are not enough to justify their use for treating average municipal wastewater. However, this alternative scheme could be suitable for treating higher-loaded MWW with a higher fraction of organic matter in the non-settleable solids. |
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institution | Directory Open Access Journal |
issn | 2077-0375 |
language | English |
last_indexed | 2024-03-09T19:49:35Z |
publishDate | 2022-10-01 |
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series | Membranes |
spelling | doaj.art-bfc6b340c30544eba1d3dd6e8cc606792023-11-24T01:14:17ZengMDPI AGMembranes2077-03752022-10-011210101310.3390/membranes12101013Evaluating the Feasibility of Employing Dynamic Membranes for the Direct Filtration of Municipal WastewaterPau Sanchis-Perucho0Daniel Aguado1José Ferrer2Aurora Seco3Ángel Robles4CALAGUA—Unidad Mixta UV-UPV, Departament d’Enginyeria Química, Universitat de València, 46100 Burjassot, SpainCALAGUA—Unidad Mixta UV-UPV, Institut Universitari d’Investigació d’Enginyeria de l’Aigua i Medi Ambient–IIAMA, Universitat Politècnica de Valencia, 46022 Valencia, SpainCALAGUA—Unidad Mixta UV-UPV, Institut Universitari d’Investigació d’Enginyeria de l’Aigua i Medi Ambient–IIAMA, Universitat Politècnica de Valencia, 46022 Valencia, SpainCALAGUA—Unidad Mixta UV-UPV, Departament d’Enginyeria Química, Universitat de València, 46100 Burjassot, SpainCALAGUA—Unidad Mixta UV-UPV, Departament d’Enginyeria Química, Universitat de València, 46100 Burjassot, SpainThe aim of this study was to assess the feasibility of using dynamic membranes for direct filtration of municipal wastewater. The influence of different alternative supporting materials (one or two layers of flat open monofilament woven polyamide meshes with 1 or 5 µm of pore size) was studied. A stable short-term self-forming DM was achieved (from some hours to 3 days) regardless of the supporting material used, producing relatively similar permeate qualities (total suspended solids, chemical oxygen demand, total nitrogen, total phosphorous and turbidity of 67–88 mg L<sup>−1</sup>, 155–186 mg L<sup>−1</sup>, 48.7–50.4 mg L<sup>−1</sup>, 4.7–4.9 mg L<sup>−1</sup>, and 167–174 NTU, respectively). A DM permeability loss rate of from 5.21 to 10.03 LMH bar<sup>−1</sup> day<sup>−1</sup> was obtained, which depended on the supporting material used. Unfortunately, the preliminary energy, carbon footprint, and economic evaluations performed showed that although DMs obtain higher pollutant captures than conventional treatments (primary settler), the benefits are not enough to justify their use for treating average municipal wastewater. However, this alternative scheme could be suitable for treating higher-loaded MWW with a higher fraction of organic matter in the non-settleable solids.https://www.mdpi.com/2077-0375/12/10/1013direct membrane filtrationdynamic membranesresource recoverymunicipal wastewater treatment |
spellingShingle | Pau Sanchis-Perucho Daniel Aguado José Ferrer Aurora Seco Ángel Robles Evaluating the Feasibility of Employing Dynamic Membranes for the Direct Filtration of Municipal Wastewater Membranes direct membrane filtration dynamic membranes resource recovery municipal wastewater treatment |
title | Evaluating the Feasibility of Employing Dynamic Membranes for the Direct Filtration of Municipal Wastewater |
title_full | Evaluating the Feasibility of Employing Dynamic Membranes for the Direct Filtration of Municipal Wastewater |
title_fullStr | Evaluating the Feasibility of Employing Dynamic Membranes for the Direct Filtration of Municipal Wastewater |
title_full_unstemmed | Evaluating the Feasibility of Employing Dynamic Membranes for the Direct Filtration of Municipal Wastewater |
title_short | Evaluating the Feasibility of Employing Dynamic Membranes for the Direct Filtration of Municipal Wastewater |
title_sort | evaluating the feasibility of employing dynamic membranes for the direct filtration of municipal wastewater |
topic | direct membrane filtration dynamic membranes resource recovery municipal wastewater treatment |
url | https://www.mdpi.com/2077-0375/12/10/1013 |
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