Search results for "aerobic granular sludge"

showing 10 items of 21 documents

Effect of extended famine conditions on aerobic granular sludge stability in the treatment of brewery wastewater

2017

Results obtained from three aerobic granular sludge reactors treating brewery wastewater are presented. Reactors were operated for 60 d days in each of the two periods under different cycle duration: (Period I) short 6 h cycle, and (Period II) long 12 h cycle. Organic loading rates (OLR) varying from 0.7 kg COD m-3 d-1 to 4.1 kg COD m-3 d-1 were tested. During Period I, granules successfully developed in all reactors, however, results revealed that the feast and famine periods were not balanced and the granular structure deteriorated and became irregular. During Period II at decreased 12 h cycle time, granules were observed to develop again with superior structural stability compared to the…

Environmental Engineering0208 environmental biotechnologySewageBioengineering02 engineering and technologyBiological Oxygen Demand AnalysisWastewater010501 environmental sciencesWaste Disposal Fluid01 natural sciencesIndustrial wastewater treatmentBioreactorsExtracellular polymeric substanceBioreactorFood IndustryWaste Management and Disposal0105 earth and related environmental sciencesBiological Oxygen Demand AnalysisSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBacteriaSewageRenewable Energy Sustainability and the Environmentbusiness.industryChemistryGranule (cell biology)Environmental engineeringGeneral MedicinePulp and paper industryAerobiosisCarbon020801 environmental engineeringWastewaterExtracellular polymeric substances Feast/famine Aerobic granular sludge Industrial wastewater StabilityFaminebusinessBioresource Technology
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Anaerobic moving bed biofilm reactor followed by aerobic granular sludge for brewery wastewater treatment

2018

Small and medium breweries discharging to municipal sewers without treatment generate significant loads with typical concentrations reported by Valta et al. (2014) as 2-6 g COD L-1, 25-80 mg TN L-1, 10-50 mg TP L-1, with pH between 4.5 and 12. Treatment of the high-strength wastewater requires specialized low footprint processes, such as aerobic granular sludge (AGS), capable of high-rate degradation, as well as simultaneous nitrogen and phosphorous removal (Wang et al., 2007). The objective of this study was to evaluate the start-up period of AGS receiving brewery wastewater after initial anaerobic pre-treatment.

Anaerobic moving bed biofilm reactorSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleAerobic granular sludge
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Biopolymer Recovery from Aerobic Granular Sludge and Conventional Flocculent Sludge in Treating Industrial Wastewater: Preliminary Analysis of Differ…

2022

The recovery of biopolymers from sewage sludge could be a crucial step in implementing circular economy principles in wastewater treatment plants (WWTP). In this frame, the present study was aimed at evaluating the simultaneous production of polyhydroxyalkanoates (PHA) and extracellular polymeric substances (EPS) obtainable from the treatment of agro-industrial wastewater. Two biological enrichment systems, aerobic granular sludge (AGS) and a conventional activated sludge operating as a sequencing batch reactor (SBR), were monitored for 204 and 186 days, respectively. The maximum biopolymers accumulation capacity was close to 0.60 mgPHA-EPS gVSS−1 in the AGS when operating at 3 kgCODm…

wastewater treatmentsewage sludgeSettore ICAR/03 - Ingegneria Sanitaria-Ambientalebiopolymercircular economyaerobic granular sludge; biopolymers; circular economy; extracellular polymeric substances; polyhydroxyalkanoates; sewage sludge; wastewater treatmentGeography Planning and Developmentpolyhydroxyalkanoateaerobic granular sludgeAquatic Scienceextracellular polymeric substanceBiochemistryWater Science and TechnologyWater
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Aerobic granular sludge treating shipboard slop: Analysis of total petroleum hydrocarbons loading rates on performances and stability

2018

Abstract The work focuses on the feasibility of treating slop with aerobic granular sludge. For this purpose, a 3.5 L granular sequencing batch reactor was activated and it was monitored for 156 days. The experimental campaign was divided into two periods, named Period I (100 days) and Period II (56 days). Total Petroleum Hydrocarbon (TPH) concentration in the slop was, on average, equal to 6.8 ± 1.5 mg L−1 and 13 ± 1.5 mg L−1 in Period I and Period II respectively. The obtained results during the first experimental period indicated that about 80 days were required to reach steady state with mature granules, when TPHs removal efficiency was approximately 90%. The results indicated that both…

ChromatographySettore ICAR/03 - Ingegneria Sanitaria-Ambientale0208 environmental biotechnologyBioengineeringSequencing batch reactor02 engineering and technology010501 environmental sciencesBiodegradationPulp and paper industry01 natural sciencesApplied Microbiology and BiotechnologyBiochemistry020801 environmental engineeringchemistry.chemical_compoundGranulationAdsorptionchemistryPetroleumTotal petroleum hydrocarbonSteady state (chemistry)Effluent0105 earth and related environmental sciencesAerobic granular sludge Salinity SBR Total petroleum hydrocarbons Slop
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Aerobic granular sludge treating anaerobically pretreated brewery wastewater at different loading rates.

2020

Abstract In this study, three different aerobic granular sludge (AGS) reactors fed with anaerobically pre-treated brewery wastewater were studied. The AGS reactors were operated under different conditions including organic loading rates (OLR) between 0.8 and 4.1 kg COD m−3 d−1, C:N:P ratios (100:10:1 and 100:6:1) and food to microorganism ratios (F/M) between 0.8 ± 0.6 and 1.2 ± 0.5 and 0.9 ± 0.3 kg-TCOD kg-VSS−1d−1. Stable granulation was achieved within two weeks and the size of the granules increased according to the OLR applied. The results indicated that low C:N:P and F/M ratios were favorable to achieve stable aerobic granules in the long term. The carbon removal rate was load-indepen…

Environmental EngineeringMicroorganismchemistry.chemical_element02 engineering and technology010501 environmental sciencesWastewater01 natural sciencesFood to microorganism ratioWaste Disposal FluidGranulationBrewery wastewaterNutrientAnimal scienceBioreactors020401 chemical engineeringNutrient removal0204 chemical engineering0105 earth and related environmental sciencesWater Science and TechnologySettore ICAR/03 - Ingegneria Sanitaria-AmbientaleSewageChemistryMicrobiotaPerformance resultsAerobiosisWastewaterMicrobial population biologyAerobic granular sludgeAerationCarbonOrganic loading rateWater science and technology : a journal of the International Association on Water Pollution Research
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Treatment of high strength industrial wastewater with membrane bioreactors for water reuse: Effect of pre-treatment with aerobic granular sludge on s…

2019

Abstract In this study, the treatment of citrus wastewater with membrane bioreactors (MBRs) under different configurations was investigated for water reuse. In particular, one MBR and one aerobic granular sludge MBR (AGS + MBR) bench scale plants were operated for 60 days. The experimental campaign was divided into two periods. In Phase I, a conventional hollow fiber MBR was employed for the treatment of the raw high strength wastewater, whereas in Phase II a combination of in-series reactors (AGS + MBR) was adopted for the treatment of the high strength citrus wastewater The results demonstrated that both plant configurations enabled very high COD removal, with average values close to 99%.…

Pre treatmentMembrane Bioreactor02 engineering and technology010501 environmental sciencesReuse01 natural sciencesIndustrial wastewater treatment020401 chemical engineeringfouling tendencyBioreactoraerobic granular sludge0204 chemical engineeringSafety Risk Reliability and QualityWaste Management and Disposal0105 earth and related environmental sciencesFoulingSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleChemistryProcess Chemistry and TechnologyGranule (cell biology)food and beveragesbiokineticPulp and paper industryMembraneWastewaterResistance-In-Series modelcitrus wastewaterBiotechnology
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Study of aerobic granular sludge stability in a continuous-flow membrane bioreactor.

2015

A granular continuous-flow membrane bioreactor with a novel hydrodynamic configuration was developed to evaluate the stability of aerobic granular sludge (AGS). Under continuous-flow operation (Period I), AGS rapidly lost their structural integrity resulting in loose and fluffy microbial aggregates in which filamentous bacteria were dominant. The intermittent feeding (Period II) allowed obtaining the succession of feast and famine conditions that favored the increase in AGS stability. Although no further breakage occurred, the formation of new granules was very limited, owing to the absence of the hydraulic selection pressure. These results noted the necessity to ensure, on the one hand the…

FlocculationEnvironmental EngineeringAerobic granular sludge (AGS)Segmented filamentous bacteria0208 environmental biotechnologyMicrobial ConsortiaBiomassBioengineering02 engineering and technology010501 environmental sciencesMembrane bioreactor01 natural sciencesWaste Disposal FluidBioreactorsBreakageBioreactorPressureBiomassWaste Management and Disposal0105 earth and related environmental sciencesContinuous-flow reactorSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBacteriaSewageRenewable Energy Sustainability and the EnvironmentChemistryContinuous flowFeast/famine conditionMembraneEnvironmental engineeringWashoutFlocculationGeneral MedicineEquipment DesignPulp and paper industryAerobiosis020801 environmental engineeringHydraulic selection pressureAerobic granular sludge (AGS); Continuous-flow reactor; Feast/famine conditions; Hydraulic selection pressure; Membrane; Bioengineering; Environmental Engineering; Waste Management and DisposalBioresource technology
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Reactivation of aerobic granular sludge for the treatment of industrial shipboard slop wastewater: Effects of long-term storage on granules structure…

2021

Abstract This work reports on reactivation of aerobic granular sludge (AGS) for the treatment of industrial recalcitrant wastewater (slop wastewater) characterized by high salinity and hydrocarbons. AGS were reactivated in two reactors, R1 and R2, to treat industrial slop wastewater after a long-term storage for 12-months at 4 °C. In R1, salt-adapted mature aerobic granules were previously subjected to a step-wise increase of hydrocarbons, whereas in R2 aerobic granules were previously cultivated in presence of salinity and hydrocarbons. After a short-term reactivation period, the slop dosage caused a simultaneous decrease of granules dimensions and proteins/polysaccharides (PN/PS) ratio do…

Aerobic granular sludge reactivationNGS 16S rDNA02 engineering and technology010501 environmental sciences01 natural sciencesIndustrial wastewater treatmentGranulationIndustrial wastewater020401 chemical engineering0204 chemical engineeringSafety Risk Reliability and QualityTPH hydrocarbonWaste Management and Disposal0105 earth and related environmental sciencesbiologyChemistryProcess Chemistry and TechnologyBiofilmBiodegradationPulp and paper industrybiology.organism_classificationSalinityWastewaterMicrobial population biologyEPSBacteriaBiotechnology
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Aerobic granular sludge treating high strength citrus wastewater: Analysis of pH and organic loading rate effect on kinetics, performance and stabili…

2017

Abstract In the present paper, the feasibility of citrus wastewater treatment with aerobic granular sludge sequencing batch reactors (AGSBR) was investigated. Two AGSBRs (named R1 and R2, respectively) were operated for 90 days under different organic loading rates (OLR) and pH in two experimental periods. The OLR ranged approximately between 3.0 kg TCOD m−3d−1 and 7 kg TCOD m−3d−1 during Period I, whereas between 7 kg TCOD m−3d−1 and 15 kg TCOD m−3d−1 during Period II. pH was maintained at 7.0 and 5.5 in R1 and R2, respectively. The results revealed that under high OLR and unbalanced feast/famine regime (Period I), the development of fast-growing microorganisms (fungi and filamentous bacte…

CitrusEnvironmental EngineeringMicroorganismSegmented filamentous bacteria0208 environmental biotechnologyOLR02 engineering and technology010501 environmental sciencesManagement Monitoring Policy and LawWastewater01 natural sciencesWaste Disposal FluidHydrolysisBioreactorsEffluentWaste Management and Disposal0105 earth and related environmental sciencesCitrus wastewaterTotal organic carbonSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleSewageChemistrypHChemical oxygen demandGeneral MedicineHydrogen-Ion ConcentrationPulp and paper industryAerobiosis020801 environmental engineeringKineticsWastewaterAerobic granular sludgeSewage treatmentBiokineticJournal of environmental management
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The role of extracellular polymeric substances on aerobic granulation with stepwise increase of salinity

2018

Abstract A granular sequencing batch reactor (GSBR) worked for 164 days to study the effect of salinity on aerobic granulation. The feeding had an organic loading rate (OLR) of 1.6 kg COD⋅m −3 ⋅d −1 and a gradual increase of salinity (from 0.30 to 38 g NaCl − ⋅L −1 ) to promote a biological salt-adaptation. First aggregates (average diameter ≈ 0.4 mm) appeared after 14 days. Extracellular polymeric substances (EPSs) analyses revealed that proteins were mainly higher than polysaccharides, and microorganisms metabolized EPSs as additional carbon source, mostly in feast phase, to face the energy demand for salinity adaptation. No significant worsening of organic matter removal was observed. Th…

0208 environmental biotechnologyHydrophobicitySequencing batch reactorFiltration and Separation02 engineering and technology010501 environmental sciences01 natural sciencesAcclimatizationNutrients removalAnalytical ChemistryAerobic granular sludge; EPS; Extracellular polymeric substances; Hydrophobicity; Nutrients removal; Saline wastewater; Analytical Chemistry; Filtration and SeparationExtracellular polymeric substanceExtracellular polymeric substanceOrganic matterFood science0105 earth and related environmental scienceschemistry.chemical_classificationSettore ICAR/03 - Ingegneria Sanitaria-Ambientale020801 environmental engineeringSalinitychemistryAerobic granular sludgeAerobic granulationNitrificationEPSSaline wastewaterAnaerobic exercise
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