Opportunities for rotating belt filters in novel wastewater treatment plants configurations

dc.contributor.affiliationUniversidade de Santiago de Compostela. Departamento de Enxeñaría Químicagl
dc.contributor.areaÁrea de Enxeñaría e Arquitectura
dc.contributor.authorTaboada Santos, Antón
dc.contributor.authorCarballa Arcos, Marta
dc.contributor.authorLema Rodicio, Juan Manuel
dc.date.accessioned2019-04-03T12:26:06Z
dc.date.available2020-02-13T02:00:09Z
dc.date.issued2019-04
dc.description.abstractNovel wastewater treatment plants (WWTPs), which are based on a partial nitritation-anammox (PN-anammox) process, enable higher chemical oxygen demand (COD) recovery to produce biogas and lower treatment costs. In this study, rotating belt filters (RBFs) were examined in different configurations to identify the opportunities for RBFs to be included in novel WWTP configurations. RBFs enable recovery of 22-37% of the influent COD and removal of 34-56% of hydrophobic organic micropollutants (OMPs). However, the effluent was not suitable for treatment in a PN-anammox process due to its high COD. Chemically enhanced settling (CES) enabled these limitations to be overcome and caused an increase in OMP removal to 73-94%. However, a dose of 300 mg/L of ferric chloride was required to produce a suitable effluent for a PN-anammox reactor. The combination of RBF and CES not only derived effluents suitable for treatment in PN-anammox units but also decreased the alkalinity consumption and the required chemical dose 3-fold to achieve comparable COD recovery and OMP removal. The methane yield of the combined sludges that were produced (184 L(N) CH4/kg CODinfluent) was 75% higher than that obtained in conventional wastewater treatment (105 L(N) CH4/kg CODinfluent), and the electricity requirements decreased from 0.54 to 0.41 kWh/m3 of treated wastewater. The energetic calculations showed that a WWTP incorporating this combined treatment could attain energy autarky with 29% lower operational costs than that of conventional treatment (0.022 vs 0.031 €/m3) as long as a minimum alkalinity-to-ammonium ratio of 1-1.25 g IC to g NH4+-N was ensured in the effluent of the combined treatmentgl
dc.description.peerreviewedSIgl
dc.description.sponsorshipThis work is part of the PIONEER STP project, which is funded by the Water Joint Programming Initiative, a water challenge for a changing world waterworks 2014 cofund call. The authors belong to the Galician Competitive Research Group ED43C 2017/029 and the CRETUS Strategic Partnership (AGRUP2017/01). These programmes are co-funded by FEDER (EU)gl
dc.identifier.citationTaboada-Santos, A., Lema, J., & Carballa, M. (2019). Opportunities for rotating belt filters in novel wastewater treatment plant configurations. Environmental Science: Water Research & Technology, 5(4), 704-712. doi: 10.1039/c8ew00899jgl
dc.identifier.doi10.1039/c8ew00899j
dc.identifier.essn2053-1419
dc.identifier.issn2053-1400
dc.identifier.urihttp://hdl.handle.net/10347/18519
dc.language.isoenggl
dc.publisherRoyal Society of Chemistrygl
dc.relation.publisherversionhttps://doi.org/10.1039/C8EW00899Jgl
dc.rights© The Royal Society of Chemistry 2019gl
dc.rights.accessRightsopen accessgl
dc.rights.urihttp://creativecommons.org/publicdomain/zero/1.0/
dc.subjectCellulosic sludgegl
dc.subjectChemically enhanced settlinggl
dc.subjectEnergy self-sufficiencygl
dc.subjectOrganic matter recoverygl
dc.subjectOrganic micropollutantsgl
dc.titleOpportunities for rotating belt filters in novel wastewater treatment plants configurationsgl
dc.typejournal articlegl
dc.type.hasVersionAMgl
dspace.entity.typePublication
relation.isAuthorOfPublicationf574e8ce-1a88-4045-bc74-d48db358fc70
relation.isAuthorOfPublication9fbac3ef-9f34-48d3-ad2a-afc25f286f08
relation.isAuthorOfPublication.latestForDiscoveryf574e8ce-1a88-4045-bc74-d48db358fc70

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