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...

Full description

Bibliographic Details
Main Authors: Pau Sanchis-Perucho, Daniel Aguado, José Ferrer, Aurora Seco, Ángel Robles
Format: Article
Language:English
Published: MDPI AG 2022-10-01
Series:Membranes
Subjects:
Online Access:https://www.mdpi.com/2077-0375/12/10/1013
_version_ 1797471536686301184
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.
first_indexed 2024-03-09T19:49:35Z
format Article
id doaj.art-bfc6b340c30544eba1d3dd6e8cc60679
institution Directory Open Access Journal
issn 2077-0375
language English
last_indexed 2024-03-09T19:49:35Z
publishDate 2022-10-01
publisher MDPI AG
record_format Article
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
work_keys_str_mv AT pausanchisperucho evaluatingthefeasibilityofemployingdynamicmembranesforthedirectfiltrationofmunicipalwastewater
AT danielaguado evaluatingthefeasibilityofemployingdynamicmembranesforthedirectfiltrationofmunicipalwastewater
AT joseferrer evaluatingthefeasibilityofemployingdynamicmembranesforthedirectfiltrationofmunicipalwastewater
AT auroraseco evaluatingthefeasibilityofemployingdynamicmembranesforthedirectfiltrationofmunicipalwastewater
AT angelrobles evaluatingthefeasibilityofemployingdynamicmembranesforthedirectfiltrationofmunicipalwastewater