Search results for "Bioreactors"

showing 10 items of 230 documents

Semi-continuous anaerobic digestion of solid poultry slaughterhouse waste: effect of hydraulic retention time and loading.

2002

Abstract We studied the effect of hydraulic retention time (HRT) and loading on anaerobic digestion of poultry slaughterhouse wastes, using semi-continuously fed, laboratory-scale digesters at 31°C. The effect on process performance was highly significant: Anaerobic digestion appeared feasible with a loading of up to 0.8 kg volatile solids (VS)/m 3  d and an HRT of 50–100 days. The specific methane yield was high, from 0.52 to 0.55 m 3 /kg VS added . On the other hand, at a higher loading, in the range from 1.0 to 2.1 kg VS/m 3  d, and a shorter HRT, in the range from 25 to 13 days, the process appeared inhibited and/or overloaded, as indicated by the accumulation of volatile fatty acids an…

Environmental EngineeringHydraulic retention timeNitrogenchemistry.chemical_elementIndustrial wasteMethanePoultryAmmoniachemistry.chemical_compoundBacteria AnaerobicAnimal scienceBioreactorsAmmoniaAnimalsWaste Management and DisposalWater Science and TechnologyCivil and Structural EngineeringEcological ModelingFatty AcidsEnvironmental engineeringTotal dissolved solidsPollutionNitrogenRefuse DisposalAnaerobic digestionWaste treatmentchemistryAbattoirsWater research
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Hydrogen sulfide and odor removal by field-scale biotrickling filters: Influence of seasonal variations of load and temperature

2012

Two biotrickling filters were set up at two wastewater treatment plants (WWTP) in The Netherlands to investigate their effectiveness for treatment of odorous waste gases from different sources. One biotrickling filter was installed at Nieuwe Waterweg WWTP in Hook of Holland to study the hydrogen sulfide removal from headworks waste air. The other reactor was installed at Harnaschpolder WWTP (treating wastewater of the city of The Hague) to remove mercaptans and other organic compounds (odor) coming from the emissions of the anaerobic tanks of the biological nutrient removal (BNR) activated sludge. The performance of both units showed a stable and highly efficient operation under seasonal va…

Environmental EngineeringHydrogen sulfidePilot ProjectsResidence time (fluid dynamics)Waste Disposal FluidWaste gaschemistry.chemical_compoundBioreactorsAir PollutionSodium HydroxideAnaerobiosisHydrogen SulfideNetherlandsAir PollutantsVolatile Organic CompoundsEnvironmental engineeringGeneral MedicineFilter (aquarium)Biodegradation EnvironmentalActivated sludgeWastewaterOdorchemistryOdorantsSewage treatmentFiltrationJournal of Environmental Science and Health, Part A
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Modeling light and temperature influence on ammonium removal by Scenedesmus sp. under outdoor conditions.

2016

[EN] The ammonium removal rate of the microalga Scenedesmus sp. was studied under outdoor conditions. Microalgae were grown in a 500 L flat-plate photobioreactor and fed with the effluent of a submerged anaerobic membrane bioreactor. Temperature ranged between 9.5 WC and 32.5 WC and maximum light intensity was 1,860 μmol·m2·s1. A maximum specific ammonium removal rate of 3.71 mg NH4 þ-N·g TSS1·h1 was measured (at 22.6 WC and with a light intensity of 1,734 μmol·m2·s1). A mathematical model considering the influence of ammonium concentration, light and temperature was validated. The model successfully reproduced the observed values of ammonium removal rate obtained and it is thus p…

Environmental EngineeringLight020209 energyPhotobioreactorAnaerobic membrane bioreactor02 engineering and technology010501 environmental sciencesWastewaterAmmonium removal01 natural sciencesWaste Disposal Fluidchemistry.chemical_compoundPhotobioreactorsAmmonium Compounds0202 electrical engineering electronic engineering information engineeringMicroalgaeAmmoniumEffluentScenedesmusTECNOLOGIA DEL MEDIO AMBIENTE0105 earth and related environmental sciencesWater Science and TechnologyChromatographybiologyChemistryModelingTemperatureModels Theoreticalbiology.organism_classificationLight intensityWastewaterScenedesmusWater science and technology : a journal of the International Association on Water Pollution Research
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Biotrickling filter modeling for styrene abatement. Part 2: Simulating a two-phase partitioning bioreactor.

2017

Abstract A dynamic model describing styrene abatement was developed for a two-phase partitioning bioreactor operated as a biotrickling filter (TPPB-BTF). The model was built as a coupled set of two different systems of partial differential equations depending on whether an irrigation or a non-irrigation period was simulated. The maximum growth rate was previously calibrated from a conventional BTF treating styrene (Part 1). The model was extended to simulate the TPPB-BTF based on the hypothesis that the main change associated with the non-aqueous phase is the modification of the pollutant properties in the liquid phase. The three phases considered were gas, a water–silicone liquid mixture, …

Environmental EngineeringMaterials scienceHealth Toxicology and MutagenesiseducationBiotrickling filter02 engineering and technology010501 environmental sciencesThermal diffusivity01 natural sciencesTwo-phase partitioning bioreactor.Styrene:Enginyeria química::Química del medi ambient::Química atmosfèrica [Àrees temàtiques de la UPC]Filter (large eddy simulation)chemistry.chemical_compoundBioreactorsSilicone oilMass transferPhase (matter)Air PollutionCalibrationBioreactorEnvironmental ChemistryGases - PurificationEnvironmental Restoration and RemediationStyrene0105 earth and related environmental sciencesMass transfer coefficientWater PollutionPublic Health Environmental and Occupational HealthEnvironmental engineeringGeneral MedicineGeneral ChemistryMechanicsModels Theoretical021001 nanoscience & nanotechnologyPollutionGasos - DepuracióBiodegradation EnvironmentalchemistryModels ChemicalBiofilmsMathematical modelingBiological air treatment0210 nano-technologyFiltrationChemosphere
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Performances of a granular sequencing batch reactor (GSBR).

2007

Aerobic granulation in sequencing batch reactors is widely reported in literature and in particular in SBAR (Sequencing batch airlift reactor) configuration, due to the high localised hydrodynamic shear forces that occur in this type of configuration. The aim of this work was to observe the phenomenon of the aerobic granulation and to confirm the excellent removal efficiencies that can be achieved with this technology. In order to do that, a laboratory-scale plant, inoculated with activated sludge collected from a conventional WWTP, was operated for 64 days: 42 days as a SBAR and 22 days as a SBBC (sequencing batch bubble column). The performances of the pilot plant showed excellent organic…

Environmental EngineeringMaterials scienceNitratesSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBacteriaSettling timebusiness.industryGranule (cell biology)Sequencing batch reactorGranular Sludge SBR wastewater treatmentWaste Disposal FluidAerobiosisQuaternary Ammonium CompoundsPilot plantActivated sludgeBioreactorsAerobic granulationSewage treatmentExperimental workProcess engineeringbusinessWater Pollutants ChemicalWater Science and TechnologyWater science and technology : a journal of the International Association on Water Pollution Research
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Wastewater treatment and reclamation : A review of pulp and paper industry practices and opportunities

2016

The pulp and paper (P&P) industry worldwide has achieved substantial progress in treating both process water and wastewater, thus limiting the discharge of pollutants to receiving waters. This review covers a variety of wastewater treatment methods, which provide P&P companies with cost-effective ways to limit the release of biological or chemical oxygen demand, toxicity, solids, color, and other indicators of pollutant load. Conventional wastewater treatment systems, often comprising primary clarification followed by activated sludge processes, have been widely implemented in the P&P industry. Higher levels of pollutant removal can be achieved by supplementary treatments, which…

Environmental EngineeringMaterials sciencelcsh:BiotechnologyACTIVATED-SLUDGE TREATMENTBioengineeringDISSOLVED-AIR FLOTATIONWastewater treatment02 engineering and technology010501 environmental sciencesWHITE-ROT FUNGI01 natural sciencesMILL EFFLUENT TREATMENTCHLORINATED ORGANIC-COMPOUNDS12. Responsible consumptionLand reclamationlcsh:TP248.13-248.65Bioreactoractivated sludgeadvanced oxidationMembrane technologiesWaste Management and DisposalEffluent0105 earth and related environmental sciencesmembrane technologiesPollutantBLEACHED KRAFT MILLpulp and paper manufacturingPulp and paper manufacturingWaste managementChemical oxygen demand021001 nanoscience & nanotechnologyPulp and paper industry6. Clean waterClarificationwastewater treatmentActivated sludgeWastewaterCATALYTIC WET OXIDATIONActivated sludge13. Climate actionANAEROBIC MEMBRANE BIOREACTORSAdvanced oxidationGREENHOUSE-GAS EMISSIONclarificationSewage treatment0210 nano-technologyMOLECULAR-WEIGHT DISTRIBUTION
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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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Greenhouse gases from membrane bioreactors: Mathematical modelling, sensitivity and uncertainty analysis

2017

In this study a new mathematical model to quantify greenhouse gas emissions (namely, carbon dioxide and nitrous oxide) from membrane bioreactors (MBRs) is presented. The model has been adopted to predict the key processes of a pilot plant with pre-denitrification MBR scheme, filled with domestic and saline wastewater. The model was calibrated by adopting an advanced protocol based on an extensive dataset. In terms of nitrous oxide, the results show that an important role is played by the half saturation coefficients related to nitrogen removal processes and the model factors affecting the oxygen transfer rate in the aerobic and MBR tanks. Uncertainty analysis showed that for the gaseous mod…

Environmental EngineeringNitrogen0208 environmental biotechnologyNitrous OxideBioengineering02 engineering and technologyWastewater010501 environmental sciences01 natural sciencesModellingchemistry.chemical_compoundBioreactorsBioreactorGreenhouse gaseWaste Management and DisposalUncertainty analysis0105 earth and related environmental sciencesSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleRenewable Energy Sustainability and the EnvironmentMembraneUncertaintyEnvironmental engineeringGeneral MedicineNitrous oxide020801 environmental engineeringPilot plantWastewaterchemistryGreenhouse gases; Membrane; Modelling; Uncertainty; Wastewater; Bioengineering; Environmental EngineeringGreenhouse gasCarbon dioxideEnvironmental scienceGasesSaturation (chemistry)Bioresource Technology
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Pilot scale experiment with MBR operated in intermittent aeration condition: analysis of biological performance.

2014

The effect of intermittent aeration (IA) on a MBR system was investigated. The study was aimed at ana- lyzing different working conditions and the influence of different IA cycles on the biological performance of the MBR pilot plant, in terms of organic carbon and ammonium removal as well as extracellular poly- meric substances (EPSs) production. The membrane modules were placed in a separate compartment, continuously aerated. This configuration allowed to disconnect from the filtration stage the biological phenomena occurring into the IA bioreactor. The observed results highlighted good efficiencies, in terms of organic carbon and ammonium removal. It was noticed a significant soluble micr…

Environmental EngineeringNitrogenBioengineeringPilot ProjectsMBR systemsWastewaterlaw.inventionExtracellular polymeric substanceBiopolymersBioreactorslawBioreactorWaste Management and DisposalFiltrationBiological Oxygen Demand AnalysisFoulingSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleRenewable Energy Sustainability and the EnvironmentChemistryEnvironmental engineeringGeneral MedicineAnoxic watersNitrificationAerobiosisCarbonIntermittent aerationActivated sludgePilot plantBiodegradation EnvironmentalActivated sludgeDenitrificationAerationVolatilizationBiological treatmentBiotechnologyBioresource technology
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The influence of solid retention time on IFAS-MBR systems: Assessment of nitrous oxide emission

2017

The aim of the present study was to investigate the nitrous oxide (N2O) emissions from a moving bed based Integrated Fixed Film Activated Sludge (IFAS) - membrane bioreactor (MBR) pilot plant, designed according to the University of Cape Town (UCT) layout. The experimental campaign had a duration of 110 days and was characterized by three different sludge retention time (SRT) values (∞, 30 d and 15 d). Results highlighted that N2O concentrations decreased when the biofilm concentrations increased within the aerobic reactor. Results have shown an increase of N2O with the decrease of SRT. Specifically, an increase of N2O-N emission factor occurred with the decrease of the SRT (0.13%, 0.21% …

Environmental EngineeringNitrogenIFAS-MBR0208 environmental biotechnologyActivated sludge; Biofilm; Emission factor; IFAS-MBR; Nitrous oxide; UCT; Environmental Engineering; Waste Management and Disposal; Management Monitoring Policy and LawSettore AGR/13 - Chimica AgrariaNitrous Oxidechemistry.chemical_element02 engineering and technology010501 environmental sciencesManagement Monitoring Policy and LawMembrane bioreactorEmission factor01 natural scienceschemistry.chemical_compoundBioreactorsWaste Management and Disposal0105 earth and related environmental sciencesSewageSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBiofilmEnvironmental engineeringGeneral MedicineNitrous oxidePulp and paper industryNitrogenAnoxic waters020801 environmental engineeringActivated sludgePilot plantWater bodychemistryActivated sludgeBiofilmsUCTRetention time
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