Search results for "Hollow-fibre membrane"

showing 10 items of 12 documents

Performance of a membrane-coupled high-rate algal pond for urban wastewater treatment at demonstration scale

2020

[EN] The objective of this study was to evaluate the performance of an outdoor membrane-coupled high-rate algal pond equipped with industrial-scale membranes for treating urban wastewater. Decoupling biomass retention time (BRT) and hydraulic retention time (HRT) by membrane filtration resulted in improved process efficiencies, with higher biomass productivities and nutrient removal rates when operating at low HRTs. At 6 days of BRT, biomass productivity increased from 30 to 66 and to 95 g.m(-3).d(-1) when operating at HRTs of 6, 4 and 2.5 days, respectively. The corresponding nitrogen removal rates were 4, 8 and 11 g N.m(-3).d(-1) and the phosphorous removal rates were 0.5, 1.3 and 1.6 g P…

0106 biological sciencesINGENIERIA HIDRAULICAEnvironmental EngineeringHydraulic retention timeNitrogenUltrafiltrationBioengineering010501 environmental sciencesWastewater7. Clean energy01 natural sciencesEnergy requirementWaste Disposal FluidWater PurificationNutrient010608 biotechnologyHollow-fibre membranes[SPI.GPROC]Engineering Sciences [physics]/Chemical and Process EngineeringBiomassPondsWaste Management and DisposalTECNOLOGIA DEL MEDIO AMBIENTE0105 earth and related environmental sciencesHigh rateRenewable Energy Sustainability and the EnvironmentGeneral MedicinePulp and paper industryProduced water6. Clean waterIndustrial-scaleHRAPMembraneNutrient recoveryWastewater13. Climate actionEnvironmental scienceSewage treatment
researchProduct

Optimising an outdoor membrane photobioreactor for tertiary sewage treatment

2019

[EN] The operation of an outdoor membrane photobioreactor plant which treated the effluent of an anaerobic membrane bioreactor was optimised. Biomass retention times of 4.5, 6, and 9 days were tested. At a biomass retention time of 4.5 days, maximum nitrogen recovery rate:light irradiance ratios, photosynthetic efficiencies and carbon biofixations of 51.7¿±¿14.3¿mg¿N·mol¿1, 4.4¿±¿1.6% and 0.50¿±¿0.05¿kg CO2·m3influent, respectively, were attained. Minimum membrane fouling rates were achieved when operating at the shortest biomass retention time because of the lower solid concentration and the negligible amount of cyanobacteria and protozoa. Hydraulic retention times of 3.5, 2, and 1.5 days …

Hollow-fibre membraneINGENIERIA HIDRAULICAEnvironmental EngineeringHydraulic retention timeNitrogen0208 environmental biotechnologyBiomassPhotobioreactorMicroorganismesBiomassa02 engineering and technologyMembrane photobioreactor010501 environmental sciencesManagement Monitoring Policy and LawPhotosynthetic efficiencyPhotosynthesis01 natural sciencesPhotobioreactorsBioreactorsMicroalgae cultivationMicroalgaeBiomassWaste Management and DisposalEffluentTECNOLOGIA DEL MEDIO AMBIENTE0105 earth and related environmental sciencesSewageOutdoorChemistryMembrane foulingMembranes ArtificialGeneral MedicinePulp and paper industry020801 environmental engineeringNutrient recoveryEnginyeria ambientalAigües residuals Plantes de tractamentSewage treatmentPhotosynthetic efficiencyJournal of Environmental Management
researchProduct

Experimental study of the anaerobic urban wastewater treatment in a submerged hollow-fibre membrane bioreactor at pilot scale

2011

The aim of this study was to assess the effect of several operational variables on both biological and separation process performance in a submerged anaerobic membrane bioreactor pilot plant that treats urban wastewater. The pilot plant is equipped with two industrial hollow-fibre ultrafiltration membrane modules (PURON¿ Koch Membrane Systems, 30m 2 of filtration surface each). It was operated under mesophilic conditions (at 33°C), 70days of SRT, and variable HRT ranging from 20 to 6h. The effects of the influent COD/SO 4-S ratio (ranging from 2 to 12) and the MLTS concentration (ranging from 6 to 22gL -1) were also analysed. The main performance results were about 87% of COD removal, efflu…

Hollow-fibre membraneINGENIERIA HIDRAULICABiogasUltrafiltrationEffluentsPilot ProjectsWastewater treatmentWastewaterWaste Disposal FluidIndustrial effluentPerformance assessmentBioreactorsAnaerobiosisWaste Management and DisposalHollow fiber membranePriority journalPilot plantsVolatile fatty acidWaste water managementChemistryChemical oxygen demandUrban wastewaterMethanationMembraneGeneral MedicinePulp and paper industryWaste treatmentHollow fiber reactorWastewaterIndustrial membranesSeparation techniqueMethaneBioconversionEnvironmental EngineeringUltrafiltrationBioreactorBioengineeringArticleWater PurificationBiogasBioreactorMicrofiltrationCitiesEffluentBiological water treatmentTECNOLOGIA DEL MEDIO AMBIENTESubmerged anaerobic membrane bioreactorBiological Oxygen Demand AnalysisMembranesExperimental studyRenewable Energy Sustainability and the EnvironmentEnvironmental engineeringUrban areaMembranes ArtificialBiogas productionNonhumanAnaerobic digestionPilot plantChemical oxygen demandAnoxic conditions
researchProduct

Performance of industrial scale hollow-fibre membranes in a submerged anaerobic MBR (HF-SAnMBR) system at mesophilic and psychrophilic conditions

2013

The aim of this work was to evaluate the effect of temperature on the performance of industrial hollow-fibre (HF) membranes treating urban wastewater in a submerged anaerobic MBR system (SAnMBR). To this end, a demonstration plant with two commercial HF ultrafiltration membrane modules (PURON®, Koch Membrane Systems, PUR-PSH31) was operated at 20, 25 and 33 °C. The mixed liquor total solid (MLTS) level was a key factor affecting membrane permeability (K). K was higher under psychrophilic than mesophilic conditions when operating at similar transmembrane fluxes and MLTS, because the biomass activity of the psychrophilic mixed liquor was lower than the mesophilic mixed liquor. Thus, lower ext…

Mesophilic and psychrophilic anaerobic conditionsSoluble microbial products (SMPs)INGENIERIA HIDRAULICAMembrane permeabilityFoulingChemistryEnvironmental engineeringUltrafiltrationFiltration and SeparationPulp and paper industryAnalytical ChemistryMembraneExtracellular polymeric substanceMembrane permeabilityWastewaterExtracellular polymeric substances (EPSs)PsychrophileIndustrial hollow-fibre membranesTECNOLOGIA DEL MEDIO AMBIENTEMesophile
researchProduct

Factors that affect the permeability of commercial hollow-fibre membranes in a submerged anaerobic MBR (HF-SAnMBR) system

2013

A demonstration plant with two commercial HF ultrafiltration membrane modules (PURON (R), Koch Membrane Systems, PUR-PSH31) was operated with urban wastewater. The effect of the main operating variables on membrane performance at sub-critical and supracritical filtration conditions was tested. The physical operating variables that affected membrane performance most were gas sparging intensity and back-flush (BF) frequency. Indeed, low gas sparging intensities (around 0.23 Nm(3) h(-1) m(-2)) and low BF frequencies (30s back-flush for every 10 basic filtration relaxation cycles) were enough to enable membranes to be operated sub-critically even when levels of mixed liquor total solids were hi…

INGENIERIA HIDRAULICAEnvironmental EngineeringMembrane permeabilityAnalytical chemistryUltrafiltrationBack-flush frequencyPermeabilityBioreactorsHollow-fibre membranesBioreactorAnaerobiosisBiogas spargingWaste Management and DisposalSpargingTECNOLOGIA DEL MEDIO AMBIENTEWater Science and TechnologyCivil and Structural EngineeringSubmerged anaerobic membrane bioreactorChromatographyFoulingChemistryEcological ModelingCommercialMembranes ArtificialPollutionAnaerobic digestionMembraneMembrane permeabilityWastewaterPermeability (electromagnetism)
researchProduct

Design methodology for submerged anaerobic membrane bioreactors (AnMBR): A case study

2015

[EN] The main objective of this study is to propose guidelines for designing submerged anaerobic MBR (AnMBR) technology for municipal wastewater treatment. The design methodology was devised on the basis of simulation and experimental results from an AnMBR plant featuring industrial-scale hollow-fibre membranes. The proposed methodology aims to minimise both capital expenditure and operating expenses, and the key parameters considered were: hydraulic retention time, solids retention time, mixed liquor suspended solids concentration in the membrane tank, 20 C-standardised critical flux, specificgas demand per square metre of membrane area, and flow of sludge being recycled from the membrane …

CAPEX/OPEXINGENIERIA HIDRAULICAEngineeringIndustrial-scale hollow-fibre membranesWaste managementHydraulic retention timebusiness.industrySubmerged anaerobic MBR (AnMBR)Environmental engineeringFiltration and SeparationAnalytical ChemistrySquare meterMixed liquor suspended solidsMembraneWastewaterMunicipal wastewater treatmentDesign methodologyBioreactorAnaerobic reactorbusinessAnaerobic exerciseTECNOLOGIA DEL MEDIO AMBIENTESeparation and Purification Technology
researchProduct

The operating cost of an anaerobic membrane bioreactor (AnMBR) treating sulphate-rich urban wastewater

2014

The objective of this study was to evaluate the operating cost of an anaerobic membrane bioreactor (AnMBR) treating sulphate-rich urban wastewater (UWW) at ambient temperature (ranging from 17 to 33 degrees C). To this aim, energy consumption, methane production, and sludge handling and recycling to land were evaluated. The results revealed that optimising specific gas demand with respect to permeate volume (SGDp) and sludge retention time (for given ambient temperature conditions) is essential to maximise energy savings (minimum energy demand: 0.07 kW h m(-3)). Moreover, low/moderate sludge productions were obtained (minimum value: 0.16 kg TSS kg(-1) CODRemoved), which further enhanced the…

INGENIERIA HIDRAULICAEnergy demandIndustrial-scale hollow-fibre membranesOperating costTreated waterAnaerobic membrane bioreactor (AnMBR)Environmental engineeringFiltration and SeparationAnaerobic membrane bioreactorEnergy consumptionMethaneAnalytical ChemistryEnergy consumptionchemistry.chemical_compoundWastewaterVolume (thermodynamics)chemistryEnvironmental scienceSulphate-rich urban wastewaterOperating costTECNOLOGIA DEL MEDIO AMBIENTE
researchProduct

Sub-critical filtration conditions of commercial hollow-fibre membranes in a submerged anaerobic MBR (HF-SAnMBR) system: The effect of gas sparging i…

2012

A submerged anaerobic MBR demonstration plant with two commercial hollow-fibre ultrafiltration systems (PURON®, Koch Membrane Systems, PUR-PSH31) was operated using municipal wastewater at high levels of mixed liquor total solids (MLTS) (above 22gL -1). A modified flux-step method was applied to assess the critical flux (J C) at different gas sparging intensities. The results showed a linear dependency between J C and the specific gas demand per unit of membrane area (SGD m). J C ranged from 12 to 19LMH at SGD m values of between 0.17 and 0.5Nm 3h -1m -2, which are quite low in comparison to aerobic MBR. Long-term trials showed that the membranes operated steadily at fluxes close to the est…

Hollow-fibre membraneINGENIERIA HIDRAULICABiofoulingMicrofiltrationModified flux-step methodUltrafiltrationWastewaterSludgelaw.inventionGas spargingBioreactorslawFlux-step methodCritical fluxWaste Management and DisposalSpargingHollow fiber membranePriority journalWaste water managementChemistryMembraneGeneral MedicineEquipment DesignHollow fiber reactorMembraneGasesWaste waterPorosityAnaerobic membrane bioreactorEnvironmental EngineeringUltrafiltrationBioreactorBioengineeringWater filtrationArticleBacteria AnaerobicBioreactorMicrofiltrationIndustrial hollow-fibre membranesFiltrationTECNOLOGIA DEL MEDIO AMBIENTESubmerged anaerobic membrane bioreactorChromatographyMembranesFoulingRenewable Energy Sustainability and the EnvironmentLong-term changeMembranes ArtificialEquipment Failure AnalysisHollow fiber membraneComparative studyAnoxic conditions
researchProduct

Advanced control system for optimal filtration in submerged anaerobic MBRs (SAnMBRs)

2013

The main aim of this study was to develop an advanced controller to optimise filtration in submerged anaerobic MBRs (SAnMBRs). The proposed controller was developed, calibrated and validated in a SAnMBR demonstration plant fitted with industrial-scale hollow-fibre membranes with variable influent flow and load. This 2-layer control system is designed for membranes operating sub-critically and features a lower layer (on/off and PID controllers) and an upper layer (knowledge-based controller). The upper layer consists of a MIMO (multiple-input-multiple-output) control structure that regulates the gas sparging for membrane scouring and the frequency of physical cleaning (ventilation and back f…

INGENIERIA HIDRAULICAIndustrial-scale hollow-fibre membranesFoulingKnowledge-based controllerEnvironmental engineeringPID controllerFiltration and SeparationEnergy savingsBiochemistrylaw.inventionAdvanced control systemMembraneControl theorylawControl systemSubmerged anaerobic MBRVentilation (architecture)Environmental scienceGeneral Materials SciencePhysical and Theoretical ChemistrySpargingFiltrationTECNOLOGIA DEL MEDIO AMBIENTE
researchProduct

A filtration model applied to submerged anaerobic MBRs (SAnMBRs)

2013

The aim of this study was to develop a model able to correctly reproduce the filtration process of submerged anaerobic MBRs (SAnMBRs). The proposed model was calibrated and validated in a SAnMBR demonstration plant fitted with industrial-scale hollow-fibre membranes. Three suspended components were contemplated in the model: total solids concentration; dry mass of cake on the membrane surface; and dry mass of irreversible fouling on the membrane surface. The model addressed the following physical processes: the build-up and compression of the cake layer during filtration; cake layer removal using biogas sparging to scour the membrane; cake layer removal during back-flushing; and the consoli…

INGENIERIA HIDRAULICAIndustrial-scale hollow-fibre membranesFiltration modelFoulingChemistryEnvironmental engineeringFiltration and SeparationTotal dissolved solidsPulp and paper industryBiochemistryResistance-in-series-basedMembraneBiogasSubmerged anaerobic MBRGeneral Materials ScienceLayer removalPhysical and Theoretical ChemistryMembrane surfaceAnaerobic exerciseSpargingTECNOLOGIA DEL MEDIO AMBIENTE
researchProduct