Search results for "Moving bed"

showing 10 items of 20 documents

Aerobic moving bed biofilm reactor treating thermomechanical pulping whitewater under thermophilic conditions.

2002

The continuously operated laboratory scale Kaldnes moving bed biofilm reactor (MBBR) was used for thermophilic (55 degrees C) aerobic treatment of TMP whitewater. In the MBBR, the biomass is grown on carrier elements that move along with the water in the reactor. Inoculation with mesophilic activated sludge gave 60-65% SCOD removal from the first day onwards. During the 107 days of experiment, the 60-65% SCOD removals were achieved at organic loading rates of 2.5-3.5 kg SCODm(-3) d(-1), the highest loading rates applied during the run and HRT of 13-22h. Carbohydrates, which contributed to 50-60% of the influent SCOD. were removed by 90-95%, while less than 15% of the lignin-like material (3…

Environmental EngineeringBiomassIndustrial WasteIndustrial wasteWater PurificationBioreactorPressureWater MovementsWaste Management and DisposalWater Science and TechnologyCivil and Structural EngineeringWaste managementMoving bed biofilm reactorChemistryEcological ModelingChemical oxygen demandTemperatureBiodegradationPulp and paper industryPollutionWoodBacteria AerobicActivated sludgeBiodegradation EnvironmentalBiofilmsMesophileWater research
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Anaerobic on-site black water and kitchen waste treatment using UASB-septic tanks at low temperatures.

2006

Anaerobic on-site treatment of black water (BW) and a mixture of black water and kitchen waste (BWKW) was studied in a two-phased upflow anaerobic sludge blanket septic tank (UASBst) at 10–20 °C. The processes were fed either continuously or discontinuously (twice per weekday). Moreover, BWKW was post-treated for nitrogen removal in an intermittently aerated moving bed biofilm reactor (MBBR) at 20 °C. Removal of total chemical oxygen demand (CODt) was efficient at minimum 90% with all three UASBst at all temperatures. Removal of dissolved COD (CODdis) was also high at approx. 70% with continuously fed BW and discontinuously fed BWKW, while with discontinuous BW feeding it was 20%. Temperatu…

Environmental EngineeringDenitrificationWaste managementSewageMoving bed biofilm reactormedia_common.quotation_subjectChemical oxygen demandTemperaturechemistry.chemical_elementSeptic tankPulp and paper industryWaste treatmentchemistryAnaerobiosisAerationAnaerobic exerciseCarbonEnvironmental Restoration and RemediationWater Science and Technologymedia_commonWater science and technology : a journal of the International Association on Water Pollution Research
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Hybrid activated sludge/biofilm process for the treatment of municipal wastewater in a cold climate region: a case study.

2011

A hybrid activated sludge/biofilm process was investigated for wastewater treatment in a cold climate region. This process, which contains both suspended biomass and biofilm, usually referred as IFAS process, is created by introducing plastic elements as biofilm carrier media into a conventional activated sludge reactor. In the present study, a hybrid process, composed of an activated sludge and a moving bed biofilm reactor was used. The aim of this paper has been to investigate the performances of a hybrid process, and in particular to gain insight the nitrification process, when operated at relatively low MLSS SRT and low temperatures. The results of a pilot-scale study carried out at the…

Environmental EngineeringWaste managementSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleSewageMoving bed biofilm reactorNorwayBiomassPilot ProjectsCold ClimateWaste Disposal FluidMixed liquor suspended solidsQuaternary Ammonium CompoundsActivated sludgePilot plantWastewaterBiofilmsActivated sludge Biofilm Hybrid reactors MBBR Nitrification Wastewater treatmentEnvironmental scienceNitrificationSewage treatmentWater Pollutants ChemicalWater Science and TechnologyWater science and technology : a journal of the International Association on Water Pollution Research
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Interactive Multiobjective Optimization of Superstructure SMB Processes

2009

We consider multiobjective optimization problems arising from superstructure formulation of Simulated Moving Bed (SMB) processes. SMBs are widely used in many industrial separations of chemical products and they are challenging from the optimization point of view. We employ efficient interactive multiobjec-tive optimization which enables considering several conflicting objectives simultaneously without unnecessary simplifications as have been done in previous studies. The interactive IND-NIMBUS software combined with the IPOPT optimizer is used to solve multiobjective SMB design problems. The promising results of solving a superstructure SMB optimization problem with four objectives demonst…

Mathematical optimizationOptimization problembusiness.industryComputer scienceInformation and Computer ScienceMulti-objective optimizationchemistry.chemical_compoundSoftwarechemistryConflicting objectivesPoint (geometry)Simulated moving bedbusinessSuperstructure (condensed matter)
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Effect of C/N shock variation on the performances of a moving bed membrane bioreactor.

2015

Abstract The effect of a sharp variation of C/N ratio in a moving bed membrane bioreactor (MB-MBR) pilot plant treating high strength wastewater has been investigated. The experimental campaign was divided into two periods, each characterized by a different C/N ratio (namely, 2.5 and 15, Period 1 and Period 2, respectively). The MB-MBR system was analyzed in terms of organic carbon removal, nitrification efficiency, biokinetic activity and fouling behavior. The results showed that the nitrification process was severely affected by lower C/N value and by high concentration of ammonia. It was noticed an extensive stress effect on the autotrophic bacteria. Furthermore, it was observed an incre…

Moving bed membrane bioreactorEnvironmental EngineeringBiofoulingNitrogenOLRBioengineeringPilot ProjectsC/N ratio; Moving bed membrane bioreactor; Nitrification; OLR; Bioengineering; Environmental Engineering; Waste Management and DisposalMembrane bioreactorWaste Disposal FluidAmmoniachemistry.chemical_compoundExtracellular polymeric substanceBiopolymersBioreactorsAmmoniaBioreactorBiomassWaste Management and DisposalBiological Oxygen Demand AnalysisChromatographyFoulingBacteriaRenewable Energy Sustainability and the EnvironmentChemistryMembranes ArtificialGeneral MedicineC/N ratioNitrificationCarbonMembraneChemical engineeringBiofilmsNitrificationOxidation-ReductionParticle depositionBioresource technology
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Solids and Hydraulic Retention Time Effect on N2O Emission from Moving-Bed Membrane Bioreactors

2018

Biological nutrient removal was operated at different solids (SRT) and hydraulic retention times (HRT) in order to assess their influence on nitrous oxide (N2O) emission from a hybrid moving-bed membrane bioreactor. The observed results show that the N2O production decreased when the SRT/HRT was decreased. The maximum N2O gaseous concentration was measured in the aerobic reactor at the end of phase I, and it decreased through phases II and III. From mass balances over the reactors of the system, the aerated (aerobic and membrane) reactors were the largest producers of N2O, showing that the greater part of N2O was produced during the nitrification process.

Petroleum engineeringHydraulic retention timeBiological nutrient removalSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleChemistryGeneral Chemical Engineering0208 environmental biotechnologyN2OChemistry (all)02 engineering and technologyGeneral Chemistry010501 environmental sciences01 natural sciencesIndustrial and Manufacturing Engineering020801 environmental engineeringMembraneSolids retention timeBioreactorIntegrated fixed-film activated-sludge membrane bioreactorChemical Engineering (all)Moving bedHydraulic retention time0105 earth and related environmental sciences
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Large-Eddy Simulation of Flow and Heat Transfer in Compact Heat Exchangers

1994

LES results are presented for different heat exchanger geometries. Subgrid terms were usually computed by the Smagorinsky model; preliminary comparative results are also given for the ‘dynamic’ subgrid model. The numerical methods used were those implemented in a commercial general-purpose code (CFDS-FLOW3D); they included a finite-volume approach, colocated body-fitted grids, central differencing for the advection terms, the SIMPLEC algorithm, and Crank-Nicolson time stepping. Predictions arc compared with experimental measurements (including local Nu distributions), and with results from a low-Reynolds number k-e model. In most cases, LES was more ‘robust’ and required little more CPU tim…

Plate heat exchangerMechanicsComputational Fluid DynamicSIMPLEC algorithmLarge Eddy SimulationPhysics::Fluid DynamicsNTU methodMoving bed heat exchangerHeat transferCompact Heat ExchangerMicro heat exchangerPlate fin heat exchangerSettore ING-IND/07 - Propulsione AerospazialeSettore ING-IND/19 - Impianti NucleariLarge eddy simulation
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Towards a conceptual mathematical tool linking physical and biological processes for a reduction of ghg emissions from an mb-mbr plant

2016

The current study explores the influence of the air flow rate on greenhouse gas (GHG) emissions (direct and indirect), the operational costs (OCs), the effluent quality index (EQI) and effluent fines (EF). An University Cape Town (UCT) moving bed (MB) membrane bioreactor (MBR) pilot plant has been considered as case study where the influence of the air flow rate on the biological and physical processes has been analyzed. Constitutive relationships between the air flow rate and some performance indicators (i.e., EQI, OCs, direct and indirect GHG emissions) have been identified. Results showed that the EQI increases at low flow rate likely due to the dissolved oxygen (DO) limitation in the bi…

Settore ICAR/03 - Ingegneria Sanitaria-Ambientaleglobal warming potentialWastewater treatmentWastewater treatment; membrane; moving bed biofilm reactors; global warming potentialmembranemoving bed biofilm reactor
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Comparison between hybrid moving bed biofilm reactor and activated sludge system: a pilot plant experiment

2010

The paper presents the comparison between the traditional activated sludge system (AS) and a hybrid moving bed biofilm reactor (HMBBR). In particular, an experimental campaign has been carried out at the WWTP in Palermo (Italy), on a pilot plant consisting of two pre-anoxic schemes. The aerated tank of the HMBBR line was filled with suspended carriers (AnoxKaldnes™ K1), with a 30% filling ratio. The hydraulic load of the HMBBR line was increased up to two times the AS one. Further, in order to distinguish the additional contribution of the attached biomass for the HMBBR system, in the two lines the Mixed Liquor Suspended Solids (MLSS) was maintained as equal as possible. The monitoring peri…

Time FactorsEnvironmental EngineeringNitrogenhybrid biofilm reactorPilot ProjectsHMBBRWaste Disposal Fluidmunicipal wastewaterWater PurificationBioreactorsorganic and nitrogen loadbiological treatmentOrganic ChemicalsWater Science and TechnologySettore ICAR/03 - Ingegneria Sanitaria-AmbientaleSewageMoving bed biofilm reactorSettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaEnvironmental engineeringEquipment DesignnitrificationCarbonMixed liquor suspended solidsQuaternary Ammonium CompoundsWaste treatmentActivated sludgePilot plantItalyWastewaterBiofilmsEnvironmental scienceSewage treatmentWater Pollutants ChemicalWaste disposalWater Science and Technology
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Analysis of Biomass Characteristics in MBR and MB-MBR Systems Fed with Synthetic Wastewater: Influence of a Gradual Salinity Increase

2014

The paper presents the results of a field gathering campaign carried out on two different pilot scale membrane bioreactor (MBR) systems, treating synthetic wastewater subject to a gradual increase of salinity. One was a conventional MBR system, while the other was a moving bed biofilm membrane bioreactor (MB-MBR), which combines suspended biomass and biofilm. Indeed, the presence of suspended carriers inside the bioreactor seems to give benefits due to the collisions between the circulating media and the membrane. The aim of the study was the comparison of two configurations in terms of biomass activity characterization and performance (pollutants removal and hydraulic behaviour). The resul…

lcsh:Computer engineering. Computer hardwareSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBiofilmBioreactorCirculating medialcsh:TP155-156lcsh:TK7885-7895Wastewater treatmentRetention timeMoving bedMembrane bioreactorPilot-scale membraneBiomass activitylcsh:Chemical engineeringPollutants removalHydraulic behaviourSynthetic waste waterChemical Engineering Transactions
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