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dc.contributor.authorArias Lizarraga, Dulce María
dc.contributor.authorUggetti, Enrica
dc.contributor.authorGarcía Galán, María Jesús
dc.contributor.authorGarcía Serrano, Joan
dc.contributor.otherUniversitat Politècnica de Catalunya. Institut Universitari de Recerca en Ciència i Tecnologies de la Sostenibilitat
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-06-27T15:13:13Z
dc.date.available2020-09-01T00:29:14Z
dc.date.issued2018-08
dc.identifier.citationArias , D.M., Uggetti, E., Garcia, M., Garcia, J. Nutrients and biomass dynamics in photo-sequencing batch reactors treating wastewater with high nutrients loadings. "Ecological engineering", Agost 2018, vol. 119, p. 35.
dc.identifier.issn0925-8574
dc.identifier.otherhttps://arxiv.org/abs/1806.03882
dc.identifier.urihttp://hdl.handle.net/2117/118624
dc.description.abstractThe present study investigates different strategies for the treatment of a mixture of digestate from an anaerobic digester diluted and secondary effluent from a high rate algal pond. To this aim, the performance of two photo-sequencing batch reactors (PSBRs) operated at high nutrients loading rates and different solids retention times (SRTs) were compared with a semi-continuous photobioreactor (SC). Performances were evaluated in terms of wastewater treatment, biomass composition and biopolymers accumulation during 30¿days of operation. PSBRs were operated at a hydraulic retention time (HRT) of 2¿days and SRTs of 10 and 5¿days (PSBR2-10 and PSBR2-5, respectively), whereas the semi-continuous reactor was operated at a coupled HRT/SRT of 10¿days (SC10-10). Results showed that PSBR2-5 achieved the highest removal rates in terms of TN (6.7¿mg¿L-1¿d-1), TP (0.31¿mg¿L-1¿d-1), TOC (29.32¿mg¿L-1¿d-1) and TIC (3.91¿mg¿L-1¿d-1). These results were in general 3–6 times higher than the removal rates obtained in the SC10-10 (TN 29.74¿mg¿L-1¿d-1, TP 0.96¿mg¿L-1¿d-1, TOC 29.32¿mg¿L-1¿d-1 and TIC 3.91¿mg¿L-1¿d-1). Furthermore, both PSBRs were able to produce biomass up to 0.09¿g¿L-1¿d-1, more than twofold the biomass produced by the semi-continuous reactor (0.04¿g¿L-1¿d-1), and achieved a biomass settleability of 86–92%. This study also demonstrated that the microbial composition could be controlled by the nutrients loads, since the three reactors were dominated by different species depending on the nutritional conditions. Concerning biopolymers accumulation, carbohydrates concentration achieved similar values in the three reactors (11%), whereas¿<¿0.5% of polyhydrohybutyrates (PHB) was produced. These low values in biopolymers production could be related to the lack of microorganisms as cyanobacteria that are able to accumulate carbohydrates/PHB.
dc.format.extent1 p.
dc.language.isoeng
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Desenvolupament humà i sostenible::Enginyeria ambiental::Tractament de l'aigua
dc.subjectÀrees temàtiques de la UPC::Energies::Energia de la biomassa
dc.subject.lcshSewage--Purification--Anaerobic treatment
dc.subject.otherCentrate Cyanobacteria Microalgae Biopolymers Secondary effluent
dc.titleNutrients and biomass dynamics in photo-sequencing batch reactors treating wastewater with high nutrients loadings
dc.typeArticle
dc.subject.lemacDigestió anaeròbia (Residus)
dc.contributor.groupUniversitat Politècnica de Catalunya. GEMMA - Grup d'Enginyeria i Microbiologia del Medi Ambient
dc.identifier.doi10.1016/j.ecoleng.2018.05.016
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S092585741830171X
dc.rights.accessOpen Access
local.identifier.drac22965508
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/EC/H2020/689242/EU/Innovative Eco-Technologies for Resource Recovery from Wastewater/INCOVER
local.citation.authorArias, D.M.; Uggetti, E.; Garcia, M.; Garcia, J.
local.citation.publicationNameEcological engineering
local.citation.volume119
local.citation.startingPage35
local.citation.endingPage35


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