Search results for "waste disposal"

showing 10 items of 246 documents

The relevance of the design characteristics to the optimal operation of wastewater treatment plants: Energy cost assessment

2018

Operational parameters of the wastewater treatment process do not always fit the design ones for several reasons, such as the seasonality or an inaccurate estimation of the population connected. This fact has an effect on the performance of the Wastewater Treatment Plants (WWTPs) and their energy costs. The aim of this paper is to develop a cost function for the energy cost that takes into account the mismatching between the design and the operational inflow. For this purpose, a performance index is constructed in order to represent how far the operational inflow is from the design one, and will be included in the cost model. Moreover, three cost functions, depending on the size of the plan…

Environmental EngineeringComputer sciencemedia_common.quotation_subject0208 environmental biotechnologyPopulation02 engineering and technologyInflowWastewater010501 environmental sciencesManagement Monitoring Policy and LawWaste Disposal Fluid01 natural sciencesRelevance (information retrieval)educationFunction (engineering)Waste Management and Disposal0105 earth and related environmental sciencesmedia_commoneducation.field_of_studyGeneral Medicine020801 environmental engineeringWastewaterOrder (business)Costs and Cost AnalysisEnergy costSewage treatmentBiochemical engineeringJournal of Environmental Management
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Determination of pharmaceutical residues and assessment of their removal efficiency at the Daugavgriva municipal wastewater treatment plant in Riga, …

2017

Pharmaceutical products (PPs) belong to emerging contaminants that may accumulate along with other chemical pollutants in wastewaters (WWs) entering industrial and/or urban wastewater treatment plants (WWTPs). In the present study, the technique of ultra-high-performance liquid chromatography coupled to Orbitrap high-resolution mass spectrometry (Orbitrap-HRMS) was applied for the analysis of 24 multi-class PPs in WW samples collected at different technological stages of Daugavgriva WWTP located in Riga, Latvia. Caffeine and acetaminophen levels in the range of 7,570–11,403 ng/L and 810–1,883 ng/L, respectively, were the predominant compounds among 19 PPs determined in the WW. The results i…

Environmental EngineeringDaphnia magnaWastewater010501 environmental sciencesOrbitrapWaste Disposal Fluid01 natural scienceslaw.inventionlawAnimalsAerobic digestion0105 earth and related environmental sciencesWater Science and TechnologyPollutantbiology010401 analytical chemistryContaminationbiology.organism_classificationLatvia0104 chemical sciencesPharmaceutical PreparationsWastewaterEnvironmental chemistryEnvironmental scienceSewage treatmentWater Pollutants ChemicalEnvironmental MonitoringWater Science and Technology
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The influence of rainfall time resolution for urban water quality modelling

2010

The objective of this paper is the definition of a methodology to evaluate the impact of the temporal resolution of rainfall measurements in urban drainage modelling applications. More specifically the effect of the temporal resolution on urban water quality modelling is detected analysing the uncertainty of the response of rainfall–runoff modelling. Analyses have been carried out using historical rainfall–discharge data collected for the Fossolo catchment (Bologna, Italy). According to the methodology, the historical rainfall data are taken as a reference, and resampled data have been obtained through a rescaling procedure with variable temporal windows. The shape comparison between ‘true’…

Environmental EngineeringData collectionTime FactorsMeteorologySettore ICAR/03 - Ingegneria Sanitaria-AmbientaleCalibration (statistics)RainMonte Carlo methodSettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaWaterModels TheoreticalGLUE rainfall temporal resolution uncertainty assessment urban stormwater quality modellingWaste Disposal FluidVariable (computer science)Water SupplyTemporal resolutionEnvironmental scienceWater qualityDrainageCitiesGLUEWater Science and TechnologyEnvironmental Monitoring
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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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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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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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The use of anthracene as a model compound in a comparative study of hydrous pyrolysis methods for industrial waste remediation

2011

Author's version of an article published in Chemosphere, 84 (4), 403-408. Also available from the publisher: http://dx.doi.org/10.1016/j.chemosphere.2011.03.061 Polycyclic aromatic hydrocarbons are very stable compounds and tend to bioaccumulate in the environment due to their high degree of conjugation and aromaticity. Hydrous pyrolysis is explored as a technique for the treatment of industrial water containing PAH, using anthracene as a model compound. The reactivity of anthracene under a range of temperatures and durations are studied in this paper. Aliquots of 1.0-10.0mg of anthracene in a range of 1.0-5.0 mL of H(2)O are subjected to hydrous pyrolysis under varied conditions of tempera…

Environmental EngineeringEnvironmental remediationHealth Toxicology and MutagenesisIndustrial WasteIncinerationIndustrial waterWaste Disposal FluidIndustrial wastechemistry.chemical_compoundEnvironmental ChemistryOrganic chemistryHydrous pyrolysisAnthracenesAnthraceneWaste managementVDP::Mathematics and natural science: 400::Chemistry: 440Public Health Environmental and Occupational HealthOxidation reductionGeneral MedicineGeneral ChemistryHydrogen PeroxideSilicon DioxidePollutionFluorocarbon PolymerschemistryPyrolysisWater Pollutants Chemical
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Nitrification of anaerobically pretreated municipal landfill leachate at low temperature

2000

Abstract Nitrification of anaerobically pretreated municipal landfill leachate (270–1000 mg COD l −1 , 53–270 mg NH 4 –N l −1 ) was studied in laboratory-scale activated sludge reactors without (AS) and with (ASC) the addition of plastic carrier material. The reactors were run at 10°C (149 d), 7°C (21 d) and 5°C (16 d). With a loading rate of 0.027 g NH 4 –N g MLVSS −1  d −1 and a hydraulic retention time of ca. 3 d, at 10°C, complete nitrification was obtained in both reactors. At 7°C, and in loading rate of 0.023 g NH 4 –N g MLVSS −1  d −1 , both reactors appeared to be overloaded and ammonium removal was only ca. 93%. At 5°C, with a lower loading rate of 0.010 g NH 4 –N g MLVSS −1  d −1 …

Environmental EngineeringHydraulic retention timeEcological ModelingPollutionchemistry.chemical_compoundWaste treatmentActivated sludgechemistryEnvironmental chemistryAmmoniumNitrificationLeachateWaste Management and DisposalEffluentWater Science and TechnologyCivil and Structural EngineeringWaste disposalWater 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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