Search results for "WASTE"

showing 10 items of 2580 documents

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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Occurrence and removal efficiency of pesticides in sewage treatment plants of four Mediterranean River Basins.

2013

Removal of contaminants in the sewage treatment plants (STPs) can be incomplete causing their release to the environment. In this paper, the results of an extensive survey on more than 40 pesticides carried out in 2010 and 2011 in 16 STPs of Ebro, Guadalquivir, Jucar and Llobregat Rivers (Spain) are presented. In 2010, of 43 analytes screened, 29 were detected in influent and 28 in effluent samples, meanwhile in 2011, of 50 analytes, 33 and 34 were detected, respectively. Pesticides were in the range of 0.33 ng L(-1) (terbumeton, 2011)-2526.05 ng L(-1) (diuron, 2010) for influent and 0.25 ng L(-1) (terbumeton, 2011)-2821.12 ng L(-1) (carbendazim, 2011) for effluent. Regarding the sludge sam…

Environmental EngineeringDiazinonSewageHealth Toxicology and MutagenesisChlorfenvinphosContaminationPesticidePollutionWaste Disposal Fluidchemistry.chemical_compoundchemistryWastewaterDry weightRiversSpainEnvironmental chemistryEnvironmental ChemistryEnvironmental scienceSewage treatmentPesticidesWaste Management and DisposalEffluentWater Pollutants ChemicalEnvironmental MonitoringJournal of hazardous materials
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Polar drug residues in sewage and natural waters in the state of Rio de Janeiro, Brazil

1999

The drug residues of lipid regulators, anti-inflammatories and some drug metabolites have been detected in raw sewage, treated waste water and river water in the state of Rio de Janeiro, Brazil. These residues are mainly derived from humans via excretion. The median concentrations in the effluents of sewage treatment plants (STPs) of most drugs investigated in this study ranged from 0.1 to 1 microgram/l. The removal rates of individual drugs during passage through a Brazilian STP varied from 12 to 90%. As a consequence of the incomplete removal of these residues during passage through a STP, rivers were also found to be contaminated. Median concentrations ranged from between 0.02 and 0.04 m…

Environmental EngineeringDrug-Related Side Effects and Adverse ReactionsAnti-Inflammatory AgentsSewageFresh WaterEnvironmental pollutionRisk AssessmentAnimalsHumansEnvironmental ChemistryWater pollutionWaste Management and DisposalEffluentHypolipidemic AgentsSewageChemistrybusiness.industryEnvironmental engineeringPollutionPharmaceutical PreparationsWastewaterEnvironmental chemistrySewage treatmentWater qualityEnvironmental PollutionbusinessSurface waterBrazilWater Pollutants ChemicalScience of The Total Environment
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Control of activated sludge settleability using preaeration and preprecipitation

1993

This paper deals with the addition of a preaeration and a preprecipitation stage to a conventional activated sludge process. The experiments were carried out in a pilot plant using wastewater from the city of Valencia (Spain) as feed. The effect of the F/M ratio and sludge age on sludge settleability was established. In both cases, process stability was observed to increase with respect to the conventional process. Good sludge settleability was thus assured in a greater F/M ratio range. A comparative economic study was also carried out.

Environmental EngineeringEcological ModelingEnvironmental engineeringSludge volume indexPollutionActivated sludgePilot plantWastewaterDecantationCost analysisEnvironmental scienceSewage treatmentAerationWaste Management and DisposalWater Science and TechnologyCivil and Structural EngineeringWater Research
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