Search results for " Nutrient removal"

showing 10 items of 12 documents

Bacterial Community Structure of an IFAS-MBRs Wastewater Treatment Plant

2017

TIn this work, the bacterial community putatively involved in BNR events of a UCT-MBMBR pilot plant was elucidated by both culture-dependent and metagenomics DNA analyses. The presence of bacterial isolates belonging to Bacillus (in the anoxic compartment) and to Acinetobacter, Stenotrophomonas, Rhodococcus, Escherichia and Aeromonas (in the aerobic compartment) is in agreement with the nitrification/denitrification processes observed in the plant. Moreover, the study of bacterial community structure by NGS revealed a microbial diversity suggesting a biochemical complexity which can be further explored and exploited to improve UCT-MBMBR plant performance.

Bacterial communities NGS Biological nutrient removal Wastewater treatment plant Membrane bioreactors MBBR Enhanced biological phosphorus removal IFAS-MBRDenitrificationbiologySettore ICAR/03 - Ingegneria Sanitaria-AmbientaleWastewater treatment plantIFAS-MBRfungiMembrane Bioreactorfood and beveragesAcinetobacterbiology.organism_classificationSettore BIO/19 - Microbiologia GeneraleAnoxic watersBiological Nutrient RemovalMicrobiologyAeromonasMetagenomicsNGSMBBREnhanced biological phosphorus removalNitrificationStenotrophomonasRhodococcusBacterial Communitie
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Moving bed membrane bioreactors for carbon and nutrient removal: The effect of C/N variation

2017

In this paper, an experimental campaign was carried out on a University of Cape Town Integrated Fixed Film Activated Sludge Membrane Bioreactor (UCT-IFAS-MBR) pilot plant. The aim of the study was to evaluate the effect of the influent C/N ratio on the system performance in terms of organic carbon, nitrogen and phosphorus removal, biomass viability (through respirometry), activated sludge features and membrane filtration properties. The experiments were organized into three phases, characterized by a variation of the C/N ratio (namely, Phase I: C/N= 5, Phase II: C/N =10; Phase III: C/N = 2). The results highlighted that the system performance was significantly affected by C/N ratio. The rem…

Environmental EngineeringIFAS-MBRBiomedical Engineeringchemistry.chemical_elementBioengineering02 engineering and technology010501 environmental sciencesMembrane bioreactor01 natural sciencesRespirometryNutrientAnimal science020401 chemical engineeringNutrient removal0204 chemical engineeringBiofilm; C/N ratio; IFAS-MBR; Nitrification; Nutrient removal; Biotechnology; Bioengineering; Environmental Engineering; Biomedical Engineering0105 earth and related environmental sciencesSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBiofilmPhosphorusEnvironmental engineeringC/N ratioNitrificationNitrogenActivated sludgePilot plantchemistryNitrificationBiotechnology
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The role of EPS in fouling and foaming phenomena occurring in an UCT-MBR pilot plant

2012

The aim of this study is to detect a possible relationship between EPS and fouling and EPS and foaming in a University Cape Town (UCT) membrane bioreactor (MBR) pilot plant. The UCT-MBR pilot plant was fed with 40 L/h of real wastewater and monitored for 165 days. Specifically physical/chemical features of influent, permeate and mixed liquor in different sections were analyzed. The fouling phenomenon was studied monitoring the hydraulic resistances of the membrane. The extracellular polymeric substances (EPSs) concentration inside the aerobic tank were also measured. The foaming phenomenon was monitored by performing the Foam Power and Scum Index testes. Results have shown a high correlatio…

Settore ICAR/03 - Ingegneria Sanitaria-AmbientaleMBR plant nutrient removal Foam Power Scum Index.
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Biological nutrient removal in a UCT-MBR pilot

2010

In the last years, there has been an increasing awareness about the environment pollution protection. As a consequence, the Environmental Regulation has increased the emission limits imposing, for instance, lower concentrations at the wastewater treatment plant (WWTP) outlets. As a consequence of this fact, several WWTPs are not able to respect the emission limits and need to be upgraded. In view of such needs new technology are emerging and new WWTP solution schemes are being realized. With respects to the nutrient removal enhancing, a possible solution can be the UCT-MBR which couples the University of Cape Town scheme with a Membrane Bioreactor. In the light of such considerations, the s…

Settore ICAR/03 - Ingegneria Sanitaria-AmbientaleEnvironmental regulation Nutrient removal UCT-MBR municipal wastewater.
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Comparison of Two Mathematical Models for Greenhouse Gas Emission from Membrane Bioreactors

2017

In this study two mathematical models (Model I and Model II), able to predict the nitrous oxide (N2O) and carbon dioxide (CO2) emission from an University Cape Town (UCT) – membrane bioreactor (MBR) plant, have been compared. Model I considers the N2O production only during the denitrification. Model II takes into account the two ammonia-oxidizing bacteria (AOB) formation pathways for N2O. Both models were calibrated adopting real data. Results highlight that Model II had a better capability of reproducing the measured data especially in terms of N2O model outputs. Indeed, the average efficiency related to the N2O model outputs was equal to 0.3 and 0.38 for Model I and Model II respectively.

DenitrificationSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleMathematical modelEnvironmental engineeringgreenhouse gases.Nitrous oxideMembrane bioreactorN2O modellingchemistry.chemical_compoundMembranechemistryGreenhouse gasCarbon dioxideBioreactorEnvironmental sciencenutrient removalWWTP N2O modelling Nutrient removal Greenhouse gasesWWTP
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Application of the General Model "Biological Nutrient Removal Model No.1" to upgrade two full-scale WWTPs

2012

In this paper, two practical case studies for upgrading two wastewater treatment plants (WWTPs) using the general model BNRM1 (Biological Nutrient Removal Model No. 1) are presented. In the first case study, the Tarragona WWTP was upgraded by reducing the phosphorus load to the anaerobic digester in order to minimize the precipitation problems. Phosphorus load reduction was accomplished by mixing the primary sludge and the secondary sludge and by elutriating the mixed sludge. In the second case study, the Alcantarilla WWTP, the nutrient removal was enhanced by maintaining a relatively low dissolved oxygen concentration in Stage A to maintain the acidogenic bacteria activity. The VFA produce…

AcidogenesisBiological nutrient removalWATER TREATMENT PLANTSAerobic bacteriachemistry.chemical_elementActivated sludge modelPhosphatesWater PurificationWASTE-WATERBNRM1Environmental ChemistryAnaerobiosisOrganic ChemicalsWaste Management and DisposalTECNOLOGIA DEL MEDIO AMBIENTEWater Science and TechnologyCALIBRATIONSewagePhosphorusEnvironmental engineeringGeneral MedicineModels TheoreticalASM2DAerobiosisACTIVATED-SLUDGE MODELActivated sludge modelsEnhanced biological phosphorus removalWastewaterchemistrySIMULATIONPlant-wide mathematical modellingEnvironmental scienceSewage treatmentWater treatmentSanitary EngineeringWWTP upgrading
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Autochthonous microalgae grown in municipal wastewaters as a tool for effectively removing nitrogen and phosphorous

2020

Abstract Microalgae have promising applications in wastewater treatment because of their ability to use inorganic compounds such as nitrates and phosphates as nutrients for their growth. Microalgae are applied to the secondary and tertiary bio-treatment with two benefits: i) pollutants removal from wastewater; ii) production of microalgal biomass, that can be exploited as a source of biomass and biomolecules. In the present work, four different microalgal strains (two from culture collections and two isolated from Sicilian littoral) were tested in municipal sewage bioremediation. The sewage of a municipal plant, already processed with primary treatment, was used for the cultivation of micro…

Secondary treatmentBiochemical oxygen demandbusiness.industryBioremediation Chlorella Dunaliella MicroalgaeNannochloropsis Nutrient removalSettore ING-IND/25 - Impianti ChimiciProcess Chemistry and TechnologyChemical oxygen demandBiomassSewage02 engineering and technology010501 environmental sciencesPulp and paper industry01 natural sciencesBioremediation020401 chemical engineeringWastewaterEnvironmental scienceSewage treatment0204 chemical engineeringSafety Risk Reliability and QualitybusinessWaste Management and Disposal0105 earth and related environmental sciencesBiotechnologyJournal of Water Process Engineering
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UCT-MBR vs IFAS-UCT-MBR for Wastewater Treatment: A Comprehensive Comparison Including N2O Emission

2017

In this study the performance (in terms of carbon and nutrient removal) and N2O emission of two plant configurations adopting innovative technologies were investigated. With this regards, an University Cape Town (UCT) membrane bioreactor (MBR) plant and an Integrated Fixed Film Activated Sludge (IFAS) -UCT-MBR plant were monitored. Both plants treat real wastewater under two different values of the influent carbon nitrogen ratio (C/N = 5 mgCOD/mgN and C/N = 10 mgCOD/mgN). Results have shown the highest carbon and nutrients removal efficiencies for the IFAS-UCT-MBR configuration during both the two investigated C/N values. Furthermore, the lowest N2O emission occurred for the IFAS-UCT-MBR.

biofilm.Settore ICAR/03 - Ingegneria Sanitaria-Ambientalechemistry.chemical_elementgreenhouse gaseMembrane bioreactorPulp and paper industryglobal warmingNutrientActivated sludgeWastewaterCarbon nitrogenchemistryGreenhouse gasEnvironmental scienceSewage treatmentnutrient removalCarbonWWTP Nutrient removal Greenhouse gases Global warming BiofilmWWTP
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Integrated Fixed Film Activated Sludge (IFAS) membrane BioReactor: The influence of the operational parameters

2020

Abstract The present paper investigated an Integrated Fixed Film Activated Sludge (IFAS) Membrane BioReactor (MBR) system monitored for 340 days. In particular, the short-term effects of some operational parameters variation was evaluated. Results showed a decrease of the removal rates under low C/N values. Respirometry results highlighted that activated sludge was more active in the organic carbon removal. Conversely, biofilm has a key role during nitrification. The major fouling mechanism was represented by the cake deposition (irreversible).

0106 biological sciencesMembrane foulingEnvironmental EngineeringBiological nutrient removalBioengineering010501 environmental sciencesMembrane bioreactor01 natural sciencesRespirometryBioreactors010608 biotechnologyDeposition (phase transition)Waste Management and Disposal0105 earth and related environmental sciencesFoulingSewageSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleRenewable Energy Sustainability and the EnvironmentChemistryMembrane foulingMembranes ArtificialGeneral MedicineRespirometryPulp and paper industryIFASNitrificationActivated sludgeBiofilmsMembrane bioreactorNitrification
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Simultaneous nitrogen and organic carbon removal in aerobic granular sludge reactors operated with high dissolved oxygen concentration

2013

Simultaneous nitrification and denitrification (SND) together with organic removal in granules is usually carried out without Dissolved Oxygen (DO) concentration control, at ‘‘low DO’’ (with a DO 7–8 mg/L, during feast and famine conditions respectively). In particular, different strategies of cultivation and several organic and nitrogen loading rate have been applied, in order to eval- uate the efficiencies in SND process without dissolved oxygen control. The results show that, even under conditions of high DO concentration, nitrogen and organic matter can be simultaneously removed, with efficiency >90%. Nevertheless, the biological conditions in the inner layer of the granule may change sig- …

Environmental EngineeringNitrogenchemistry.chemical_elementPilot ProjectsBioengineeringSimultaneous nitrification-denitrificationBioreactorsLong periodOrganic matterWaste Management and DisposalTotal organic carbonchemistry.chemical_classificationSewageSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleRenewable Energy Sustainability and the EnvironmentGranule (cell biology)Environmental engineeringGeneral MedicineNitrogenAerobiosisCarbonOxygenSolubilitychemistryAerobic granular sludge Granule size Nutrient removal Feast-famine SND processEnvironmental chemistryLoading rateParticle size
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