Search results for "Bioreactor"

showing 10 items of 397 documents

Performance evaluation of a biotrickling filter treating a mixture of oxygenated VOCs during intermittent loading

2008

Laboratory scale-studies on the biodegradation of a 1:1:1 weight mixture of three oxygenated volatile organic compounds (VOCs), ethanol, ethyl acetate, and methyl-ethyl ketone (MEK) in a biotrickling filter (BTF) were carried out using two identically sized columns, filled with different polypropylene rings. The performance of the BTFs was examined for a period of 10 months applying several operational strategies. Similar performance was obtained for both supports. Intermittent flow rate of trickling liquid was shown beneficial to improve the removal efficiency (RE). Continuous feeding of VOC resulted in an excessive accumulation of biomass so high pressure drop was developed in less than 2…

Environmental EngineeringHealth Toxicology and MutagenesisEthyl acetateAcetateschemistry.chemical_compoundAir PollutionBioreactorEnvironmental ChemistryVolatile organic compoundchemistry.chemical_classificationAir PollutantsVolatile Organic CompoundsChromatographyEthanolDrop (liquid)Public Health Environmental and Occupational HealthGeneral MedicineGeneral ChemistryBiodegradationPollutionButanonesVolumetric flow rateOxygenBiodegradation EnvironmentalchemistryBiofilterWater treatmentFiltrationWater Pollutants ChemicalChemosphere
researchProduct

Maximising resource recovery from wastewater grown microalgae and primary sludge in an anaerobic membrane co-digestion pilot plant coupled to a compo…

2021

[EN] A pilot-scale microalgae (Chlorella spp.) and primary sludge anaerobic co-digestion (ACoD) plant was run for one year in an anaerobic membrane bioreactor (AnMBR) at 35 °C, 70 d solids retention time and 30 d hydraulic retention time, showing high stability in terms of pH and VFA concentration. The plant achieved a high degree of microalgae and primary sludge substrate degradation, resulting in a methane yield of 370 mLCH4·gVSinf¿1. Nutrient-rich effluent streams (685 mgN·L¿1 and 145 mgP·L¿1 in digestate and 395 mgNH4-N·L¿1 and 37 mgPO4-P·L¿1 in permeate) were obtained, allowing posterior nutrient recovery. Ammonium was recovered from the permeate as ammonia sulphate through a hydrophob…

Environmental EngineeringHydraulic retention time0208 environmental biotechnologyChlorella02 engineering and technologyWastewater010501 environmental sciencesManagement Monitoring Policy and Lawengineering.material01 natural scienceschemistry.chemical_compoundBioreactorsMicroalgaeAnaerobiosisWaste Management and DisposalEffluentTECNOLOGIA DEL MEDIO AMBIENTE0105 earth and related environmental sciencesResource recoverySewageCompostChemistry06.- Garantizar la disponibilidad y la gestión sostenible del agua y el saneamiento para todosCompostingGeneral MedicineResource recoveryNutrientsPulp and paper industry020801 environmental engineeringPilot plantWastewaterStruviteAnaerobic co-digestionDigestateengineeringDigestionMethane
researchProduct

Effect of additives on process stability of mesophilic anaerobic monodigestion of pig slaughterhouse waste

2012

The effect of two additives on anaerobic monodigestion of pig slaughterhouse waste was studied in three laboratory scale continuously stirred tank reactors (CSTRs) operated for 242-284 days at 35°C. A higher organic loading rate (OLR), namely 2.25 kg volatile solids (VS)/m(3)d with a hydraulic retention time (HRT) of 30 d was feasible with an additive containing Fe, HCl and trace elements while an OLR of 1.5 kg VS/m(3)d (HRT 30 d) led to instabilities in CSTR with an additive consisting of Fe and HCl and in CSTR without additives. Methane yields of ca. 700 dm(3) CH(4)/kg VS(fed) were obtained in all reactors under stable conditions. Both additives decreased H(2)S concentration of the biogas…

Environmental EngineeringHydraulic retention timeIronSus scrofata1172Continuous stirred-tank reactorBioengineeringMethanechemistry.chemical_compoundBioreactorsBiogasAnimalsAnaerobiosisWaste Management and Disposalta218Biological Oxygen Demand AnalysisWaste ProductsWaste managementRenewable Energy Sustainability and the EnvironmentTemperatureGeneral MedicineHydrogen-Ion ConcentrationFatty Acids VolatilePulp and paper industryAnaerobic digestionBiodegradation EnvironmentalchemistryBiofuelBiofuelsHydrochloric AcidMethaneAnaerobic exerciseAbattoirsBiotechnologyMesophileBioresource Technology
researchProduct

Nitrous oxide from moving bed based integrated fixed film activated sludge membrane bioreactors

2017

Abstract The present paper reports the results of a nitrous oxide (N 2 O) production investigation in a moving bed based integrated fixed film activated sludge (IFAS) membrane bioreactor (MBR) pilot plant designed in accordance with the University of Cape Town layout for biological phosphorous removal. Gaseous and liquid samples were collected in order to measure the gaseous as well as the dissolved concentration of N 2 O. Furthermore, the gas flow rate from each reactor was measured and the gas flux was estimated. The results confirmed that the anoxic reactor represents the main source of nitrous oxide production. A significant production of N 2 O was, however, also found in the anaerobic …

Environmental EngineeringHydraulic retention timeNitrogen0208 environmental biotechnologySettore AGR/13 - Chimica AgrariaBioreactorNitrous Oxidechemistry.chemical_elementPilot Projects02 engineering and technology010501 environmental sciencesManagement Monitoring Policy and LawMembrane bioreactor01 natural sciencesEmission factorWaste Disposal FluidMBRDenitrifying bacteriachemistry.chemical_compoundBioreactorsBioreactorPilot ProjectEmission factor; IFAS; MBR; Nitrous oxide; UCT; Denitrification; Gases; Nitrogen; Nitrous Oxide; Phosphorus; Pilot Projects; Sewage; Waste Disposal Fluid; Bioreactors; Environmental Engineering; Waste Management and Disposal; Management Monitoring Policy and LawWaste Management and Disposal0105 earth and related environmental sciencesSewageSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleChemistryGasePhosphoruPhosphorusGeneral MedicineNitrous oxideIFASNitrogen020801 environmental engineeringPilot plantActivated sludgeEnvironmental chemistryDenitrificationUCTGases
researchProduct

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
researchProduct

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
researchProduct

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
researchProduct

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
researchProduct

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
researchProduct

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
researchProduct