Search results for "denitrification"

showing 10 items of 132 documents

A modification to the Activated Sludge Model No. 2 based on the competition between phosphorus-accumulating organisms and glycogen-accumulating organ…

2001

A modification to the ASM2 is proposed which permits representation of the competition between phosphorus accumulating organisms (PAOs) and glycogen accumulating organisms (GAOs) in a nutrient removal activated sludge system. Some important aspects, which are not considered in ASM2, are discussed. The proposed modification includes denitrification by PAOs, PAO glycogen storage capability and GAO metabolism model. It is shown that the proposed modification is capable of describing pilot plant data using a single set of stoichiometric and kinetic parameters over three different sludge ages (16, 14 and 12 days). The modified ASM2 may be applicable to a wide range of situations where PAOs and G…

Environmental EngineeringDenitrificationGlycogenPhosphorusMicrobial metabolismchemistry.chemical_elementActivated sludge modelPhosphorus metabolismchemistry.chemical_compoundNutrientActivated sludgechemistryEnvironmental chemistryWater Science and TechnologyWater Science and Technology
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Nitrous oxide from integrated fixed-film activated sludge membrane bioreactor: Assessing the influence of operational variables

2017

The influence of the main operational variables on N2O emissions from an Integrated Fixed Film Activated Sludge University of Cape Town membrane Bioreactor pilot plant was studied. Nine operational cycles (total duration: 340 days) were investigated by varying the value of the mixed liquor sludge retention time (SRT) (Cycles 1–3), the feeding ratio between carbon and nitrogen (C/N) (Cycles 4–6) and simultaneously the hydraulic retention time (HRT) and the SRT (Cycles 7–9). Results show a huge variability of the N2O concentration in liquid and off-gas samples (ranged from 10−1μg N2O-N L−1to 103μg N2O-N L−1). The maximum N2O concentration (1228 μg N2O-N L−1) in the off-gas sa…

Environmental EngineeringDenitrificationHydraulic retention timeHRT0208 environmental biotechnologySRTchemistry.chemical_elementUCT-IFAS-MBRBioengineering02 engineering and technology010501 environmental sciencesMembrane bioreactorWaste Disposal Fluid01 natural sciencesBioreactorsBioreactorWaste Management and Disposal0105 earth and related environmental sciencesNitrous oxideSewageSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleRenewable Energy Sustainability and the EnvironmentChemistryEnvironmental engineeringGeneral MedicinePulp and paper industryAnoxic watersNitrogen020801 environmental engineeringActivated sludgeDenitrificationAerationC/NBioresource Technology
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Greenhouse gas emissions from membrane bioreactors: analysis of a two-year survey on different MBR configurations

2018

Abstract This study aimed at evaluating the nitrous oxide (N2O) emissions from membrane bioreactors (MBRs) for wastewater treatment. The study investigated the N2O emissions considering multiple influential factors over a two-year period: (i) different MBR based process configurations; (ii) wastewater composition (municipal or industrial); (iii) operational conditions (i.e. sludge retention time, carbon-to-nitrogen ratio, C/N, hydraulic retention time); (iv) membrane modules. Among the overall analysed configurations, the highest N2O emission occurred from the aerated reactors. The treatment of industrial wastewater, contaminated with salt and hydrocarbons, provided the highest N2O emission…

Environmental EngineeringDenitrificationHydraulic retention timeNitrogen0208 environmental biotechnologyNitrous Oxidechemistry.chemical_element02 engineering and technology010501 environmental sciencesglobal warmingWaste Disposal Fluid01 natural sciencesIndustrial wastewater treatmentMBRGreenhouse GasesBioreactorsSurveys and Questionnaires0105 earth and related environmental sciencesWater Science and Technologynitrous oxide emissionSewageSettore ICAR/03 - Ingegneria Sanitaria-AmbientalePulp and paper industryNitrogen020801 environmental engineeringwastewater treatmentchemistryWastewaterDenitrificationEnvironmental scienceSewage treatmentAerationWaste disposal
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Biological nitrate removal from wastewater of a metal-finishing industry

2006

An upflow packed bed reactor at laboratory scale has been operated for a continuous period of 5 months to investigate the technical feasibility of biological nitrate removal applied to the effluent of the coagulation-sedimentation wastewater of a metal-finishing industry. The reactor was fed with industrial wastewater in a five-fold dilution to reproduce the global spill in the factory (20/80, industrial wastewater/domestic wastewater) with a concentration of nitrate between 141 and 210 gNO(3)-N/m(3). Methanol was added as a carbon source for denitrification. Inlet flow rate was progressively increased from 9 to 40 L/day (nitrogen input load from 45 to 250 gNO(3)-N/(m(3)h)). The highest obs…

Environmental EngineeringDenitrificationNitrogenHealth Toxicology and MutagenesisIndustrial Wastechemistry.chemical_elementWater PurificationIndustrial wastewater treatmentchemistry.chemical_compoundNitrateEnvironmental ChemistryBiomassWaste Management and DisposalEffluentNitratesMethanolChemical oxygen demandEnvironmental engineeringPulp and paper industryPollutionNitrogenDilutionOxygenKineticsBiodegradation EnvironmentalModels ChemicalchemistryWastewaterWater Pollutants ChemicalJournal of Hazardous Materials
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Biological groundwater denitrification systems: Lab-scale trials aimed at nitrous oxide production and emission assessment

2018

Bio-trenches are a sustainable option for treating nitrate contamination in groundwater. However, a possible side effect of this technology is the production of nitrous oxide, a greenhouse gas that can be found both dissolved in the liquid effluent as well as emitted as off gas. The aim of this study was to analyze NO3 − removal and N2O production in lab-scale column trials. The column contained olive nut as organic carbon media. The experimental study was divided into three phases (I, II and III) each characterized by different inlet NO3 − concentrations (30, 50, 75 mg NO3-N L−1 respectively). Sampling ports deployed along the length of the column allowed to observe the denitrification pro…

Environmental EngineeringDenitrificationSettore AGR/13 - Chimica Agrariachemistry.chemical_element010501 environmental sciencesNitrogen cycle01 natural scienceschemistry.chemical_compoundPermeable reactive barriersBiological groundwater denitrificationEnvironmental ChemistryNitriteWaste Management and DisposalEffluentNitrogen cycle0105 earth and related environmental sciencesNitrous oxideSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBiotrench04 agricultural and veterinary sciencesNitrous oxidePollutionchemistryGreenhouse gasEnvironmental chemistry040103 agronomy & agriculture0401 agriculture forestry and fisheriesEnvironmental scienceCarbonGroundwater
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Low cost-sensors as a real alternative to on-line nitrogen analysers in continuous systems.

2009

This paper is focused on the evaluation of the applicability of low-cost sensors (pH and ORP) versus nutrient analysers for controlling biological nitrogen removal in WWTPs. A nutrient removal pilot plant located in Carraixet WWTP (Valencia, Spain) that is equipped with a significant number of nutrient analysers and low-cost sensors was used. The relations between reliable, cheap on-line sensors such as pH and ORP (located in anaerobic, anoxic and aerobic zones) and the nitrification/denitrification processes are provided. The nitrification process can be evaluated by measuring the pH difference between the first and last aerobic zones. The denitrification process can be evaluated by measur…

Environmental EngineeringDenitrificationSewageChemistryNitrogenEnvironmental engineeringPilot ProjectsHydrogen-Ion ConcentrationAnoxic watersAerobiosisChemistry Techniques AnalyticalWater PurificationAnaerobic digestionPilot plantWastewaterFuzzy LogicSpainCosts and Cost AnalysisNitrificationSewage treatmentAnaerobiosisAerationWater Science and TechnologyWater science and technology : a journal of the International Association on Water Pollution Research
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Treatment of a submerged anaerobic membrane bioreactor (SAnMBR) effluent by an activated sludge system: the role of sulphide and thiosulphate in the …

2014

This work studies the use of a well-known and spread activated sludge system (UCT configuration) to treat the effluent of a submerged anaerobic membrane bioreactor (SAnMBR) treating domestic waste-water. Ammonia, phosphate, dissolved methane and sulphide concentrations in the SAnMBR effluent were around 55 mg NH4-N L-1, 7 mg PO4-P L-1, 30 mg non-methane biodegradable COD L-1, and 105 mg S2- L-1 respectively. The results showed a nitrification inhibition caused by the presence of sulphur compounds at any of the solids retention time (SRT) studied (15,20 and 25 days). This inhibition could be overcome increasing the hydraulic retention time (HRT) from 13 to 26 h. Among the sulphur compounds, …

Environmental EngineeringDenitrificationTime FactorsHydraulic retention timeSulphideThiosulphateNitrogenThiosulfateschemistry.chemical_elementManagement Monitoring Policy and LawSulfidesWaste Disposal FluidPhosphatesWater PurificationAmmoniachemistry.chemical_compoundBacteria AnaerobicBioreactorsAmmoniaWaste Management and DisposalEffluentTECNOLOGIA DEL MEDIO AMBIENTEIn Situ Hybridization FluorescenceInhibitionSubmerged anaerobic membrane bioreactorBiological Oxygen Demand AnalysisSewageSulfatesPhosphorusEnvironmental engineeringMembranes ArtificialGeneral MedicineActivated sludgechemistryWastewaterActivated sludgeEnvironmental chemistryDenitrificationNitrificationMethaneOxidation-ReductionWater Pollutants ChemicalJournal of environmental management
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Biological nitrogen removal from municipal landfill leachate: low-cost nitrification in biofilters and laboratory scale in-situ denitrification.

2002

The slow leaching of nitrogen from solid waste in landfills, resulting in high concentrations of ammonia in the landfill leachate, may last for several decades. The removal of nitrogen from leachate is desirable as nitrogen can trigger eutrophication in lakes and rivers. In the present study, a low-cost nitrification-denitrification process was developed to reduce nitrogen load especially in leachates from small landfills. Nitrification was studied in laboratory and on-site pilot aerobic biofilters with waste materials as filter media (crushed brick in upflow filters and bulking agent of compost in a downflow filter) while denitrification was studied in a laboratory anoxic/anaerobic column …

Environmental EngineeringDenitrificationTime FactorsNitrogenengineering.materialWater PurificationLeachateLeaching (agriculture)Waste Management and DisposalWater Science and TechnologyCivil and Structural EngineeringChromatographyBioreactor landfillCompostEcological ModelingEnvironmental engineeringHydrogen-Ion ConcentrationPulp and paper industryPollutionWaste treatmentBiofilmsBiofilterengineeringCosts and Cost AnalysisEnvironmental scienceNitrificationFiltrationWater Pollutants ChemicalWater 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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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
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