Search results for "Effluent"

showing 10 items of 235 documents

Uncertainty and sensitivity analysis for reducing greenhouse gas emissions from wastewater treatment plants.

2020

Abstract This paper presents the sensitivity and uncertainty analysis of a plant-wide mathematical model for wastewater treatment plants (WWTPs). The mathematical model assesses direct and indirect (due to the energy consumption) greenhouse gases (GHG) emissions from a WWTP employing a whole-plant approach. The model includes: i) the kinetic/mass-balance based model regarding nitrogen; ii) two-step nitrification process; iii) N2O formation both during nitrification and denitrification (as dissolved and off-gas concentration). Important model factors have been selected by using the Extended-Fourier Amplitude Sensitivity Testing (FAST) global sensitivity analysis method. A scenario analysis h…

Environmental EngineeringNitrogen0208 environmental biotechnology02 engineering and technology010501 environmental sciencesWastewater01 natural sciencesWaste Disposal FluidGreenhouse gas emissionModellingGreenhouse GasesWaste WaterScenario analysisEffluentUncertainty analysis0105 earth and related environmental sciencesWater Science and TechnologyBiological Oxygen Demand AnalysisEnergy demandSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleChemical oxygen demandEnvironmental engineeringUncertainty020801 environmental engineeringWastewaterGreenhouse gasEnvironmental scienceNitrificationPlant-wide assessmentWaste disposalWater science and technology : a journal of the International Association on Water Pollution Research
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Anaerobic on-site treatment of kitchen waste in combination with black water in UASB-septic tanks at low temperatures.

2006

Anaerobic on-site treatment of a mixture of black water and kitchen waste (BWKW) was studied using two-phased upflow anaerobic sludge blanket (UASB) septic tanks at the low temperatures of 20 and 10 degrees C. Black water (BW) was also treated alone as reference. The two-phased UASB-septic tanks removed over 95% of total suspended solids (TSS) and 90% of total chemical oxygen demand (COD(t)) from both BWKW (effluent COD(t) 171-199mg/l) and BW (effluent COD(t) 92-100mg/l). Also, little dissolved COD (COD(dis)) was left in the final effluents (BW 48-70mg/l; BWKW 110-113mg/l). Part of total nitrogen (N(tot)) was removed (BW 18% and BWKW 40%) and especially at 20 degrees C ammonification was ef…

Environmental EngineeringNitrogenmedia_common.quotation_subjectBioengineeringSeptic tankGarbageWaste Disposal FluidMethaneWater Purificationchemistry.chemical_compoundAnimal scienceAnaerobiosisWaste Management and DisposalEffluentmedia_commonTotal suspended solidsWaste managementSewageRenewable Energy Sustainability and the EnvironmentChemistryChemical oxygen demandTemperatureWaterGeneral MedicineHydrogen-Ion ConcentrationAnaerobic digestionFood wasteKineticsAnaerobic exerciseBioresource technology
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Methane recovery efficiency in a submerged anaerobic membrane bioreactor (SAnMBR) treating sulphate-rich urban wastewater: Evaluation of methane loss…

2012

The present paper presents a submerged anaerobic membrane bioreactor (SAnMBR) as a sustainable approach for urban wastewater treatment at 33 and 20 C, since greenhouse gas emissions are reduced and energy recovery is enhanced. Compared to other anaerobic systems, such as UASB reactors, the membrane technology allows the use of biogas-assisted mixing which enhances the methane stripping from the liquid phase bulk. The methane saturation index obtained for the whole period (1.00 ± 0.04) evidenced that the equilibrium condition was reached and the methane loss with the effluent was reduced. The methane recovery efficiency obtained at 20 C (53.6%) was slightly lower than at 33 C (57.4%) due to …

Environmental EngineeringPilot ProjectsBioengineeringWaste Disposal FluidMethaneWater PurificationMembrane technologychemistry.chemical_compoundBioreactorsAnaerobiosisCitiesWaste Management and DisposalEffluentTECNOLOGIA DEL MEDIO AMBIENTEBiological Oxygen Demand AnalysisEnergy recoverySulfatesRenewable Energy Sustainability and the EnvironmentUrban wastewaterTemperatureEnvironmental engineeringMethane saturation indexMembranes ArtificialGeneral MedicineSubmerged anaerobic membrane bioreactor (SAnMBR)chemistryWastewaterBiofuelsGreenhouse gasDissolved methaneSewage treatmentSulphate-rich wastewaterMethaneAnaerobic exerciseBioresource Technology
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Reliable method for assessing the COD mass balance of a submerged anaerobic membrane bioreactor (SAMBR) treating sulphate-rich municipal wastewater

2012

The anaerobic treatment of sulphate-rich wastewater causes sulphate reducing bacteria (SRB) and methanogenic archaea (MA) to compete for the available substrate. The outcome is lower methane yield coefficient and, therefore, a reduction in the energy recovery potential of the anaerobic treatment. Moreover, in order to assess the overall chemical oxygen demand (COD) balance, it is necessary to determine how much dissolved CH4 is lost in the effluent. The aim of this study is to develop a detailed and reliable method for assessing the COD mass balance and, thereby, to establish a more precise methane yield coefficient for anaerobic systems treating sulphate-rich wastewaters. A submerged anaer…

Environmental EngineeringPilot ProjectsWaste Disposal FluidWater PurificationBioreactorsBiogasBioreactorAnaerobiosisCitiesSulfate-reducing bacteriaEffluentIn Situ Hybridization FluorescenceWater Science and TechnologyBiological Oxygen Demand AnalysisBacteriaSewageSulfatesChemistryChemical oxygen demandEnvironmental engineeringReproducibility of ResultsMembranes ArtificialPulp and paper industryAnaerobic digestionWaste treatmentWastewaterSpainBiofuelsMethaneOxidation-ReductionWater Science and Technology
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Struvite formation from the supernatants of an anaerobic digestion pilot plant

2009

This work studied the influence of the characteristics of the supernatants on the struvite precipitation process. Eighteen experiments with the supernatants generated in an anaerobic digestion pilot plant were performed in a stirred reactor. In order to obtain the pH control during the crystallization process, a Fuzzy Logic based controller was used. High phosphorus precipitation and recovery efficiencies were obtained. The composition of the supernatants was analyzed in order to study its influence on the solids formed from those solutions. The presence of calcium reduced the percentage of phosphorus precipitated as struvite leading to the formation of amorphous calcium phosphate (ACP), wh…

Environmental EngineeringStruviteMagnesium Compoundschemistry.chemical_elementPilot ProjectsBioengineeringPhosphatesWater PurificationBacteria Anaerobicchemistry.chemical_compoundBioreactorsAmmoniumAmorphous calcium phosphateWaste Management and DisposalEffluentWaste managementRenewable Energy Sustainability and the EnvironmentPhosphorusEquipment DesignGeneral MedicinePhosphateEquipment Failure AnalysisAnaerobic digestionchemistryStruviteAerationWater Pollutants ChemicalNuclear chemistryBioresource Technology
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Wastewater modification processes assessment in a stabilization reservoir.

2008

A semi-empirical mechanistic model able to simulate the dynamics of a stabilization reservoir was developed incorporating both settling of particulate components and chemical/biological processes. Several factors affecting the reservoir effluent quality were taken into account: hydraulics and hydrology, solar radiation, atmospheric reaeration, algae, zooplankton, organic matter, pathogen bacteria, and sediment-water interaction. The model quantifies the specific influence of each factor on effluent quality, evaluating the correlation between the different considered factors. State variables included in the model were: algae, dissolved oxygen, organic matter, zooplankton and indicator bacter…

Environmental EngineeringTime FactorsHydraulicsWastewater treatmentMathematical modelling Stabilization reservoir Wastewater reuse Wastewater treatmentWastewater reuseWaste Disposal FluidZooplanktonlaw.inventionHydrology (agriculture)SettlinglawAnimalsOrganic matterComputer SimulationEffluentWater Science and Technologychemistry.chemical_classificationMathematical modellingStabilization reservoirEnvironmental engineeringParticulateschemistryWastewaterModels ChemicalEnvironmental scienceSewage treatmentWater Pollutants Chemical
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Occurrence of acidic pharmaceuticals and personal care products in Turia River Basin: From waste to drinking water

2014

The occurrence of 21 acidic pharmaceuticals, including illicit drugs, and personal care products (PPCPs) in waste, surface and drinking water and in sediments of the Turia River Basin (Valencia, Spain) was studied. A liquid chromatography tandem mass spectrometry (LC-MS/MS) method was developed for the determination of these PPCPs with electrospray (ESI) in negative ionization (NI) mode. Ammonium fluoride in the mobile phase improved ionization efficiency by an average increase in peak area of 5 compared to ammonium formate or formic acid. All studied compounds were detected and their concentration was waste water>surface water>drinking water. PPCPs were in waste water treatment plants (WWT…

Environmental EngineeringTriclocarbanCosmeticsWastewaterEnvironmental impact of pharmaceuticals and personal care productsSedimentschemistry.chemical_compoundRiversLC–MS/MSWater Pollution ChemicalDrinking waterEnvironmental ChemistryWaste Management and DisposalEffluentButylparabenMethylparabenSurface waterHydrogen-Ion ConcentrationPollutionPharmaceutical PreparationschemistryWastewaterSpainPharmaceuticals and personal care products (PPCPs)Environmental chemistryWaste waterSurface waterWater Pollutants ChemicalPropylparabenEnvironmental MonitoringScience of The Total Environment
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Analysis of perfluoroalkyl substances in waters from Germany and Spain

2012

Water has been identified as one of the main routes of human exposure to perfluoroalkyl substances (PFASs). This work assessed the presence of 21 PFASs along the whole water cycle using a new fast and cost effective analytical method based on an online sample enrichment followed by liquid chromatography coupled to tandem mass spectrometry (LC-MS/MS). The method was validated for different types of matrices (ultrapure water, tap water and treated wastewater). The quality parameters for the 21 selected compounds presented good limits of detection (LOD) and quantification (LOQ) ranging, in general, from 0.83-10 ng/L to 2.8-50 ng/L, respectively. The method was applied to assess the occurrence …

Environmental EngineeringWaste Disposal Fluidchemistry.chemical_compoundTap waterLimit of DetectionTandem Mass SpectrometryGermanyHumansEnvironmental ChemistryWaste Management and DisposalEffluentFluorocarbonsChromatographyChemistryDrinking WaterEnvironmental ExposureEnvironmental exposureBottled waterPollutionWastewaterSpainEnvironmental chemistryUltrapure waterPerfluorooctanoic acidCaprylatesWater Pollutants ChemicalChromatography LiquidEnvironmental MonitoringWaste disposalScience of The Total Environment
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Chlorinated cymenes in effluents of two Finnish pulp mills in 1990–1993

1995

Abstract Seven chlorocymenes (CYMS) and 2,3,6-trichloro-p-cymenene (236CYMD) were determined in effluents of biological purification plants of two Finnish pulp mills during the years 1990–1993. Both pulp mills changed their bleaching process and consequently, a steep decreasing trend in emitted amounts of the studied compounds was noticed.

Environmental EngineeringWaste managementChemistryHealth Toxicology and MutagenesisPulp (paper)Public Health Environmental and Occupational HealthGeneral MedicineGeneral Chemistryengineering.materialPulp and paper industryPollutionCymenesIndustrial waste waterengineeringEnvironmental ChemistryEffluentChemosphere
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Pilot-scale comparison of thermophilic aerobic suspended carrier biofilm process and activated sludge process in pulp and paper mill effluent treatme…

2004

Thermophilic aerobic treatment of settled pulp and paper mill effluent was studied under mill premises with two comparative pilot processes; suspended carrier biofilm process (SCBP) and activated sludge process (ASP). Full-scale mesophilic activated sludge process was a reference treatment. During the runs (61 days) hydraulic retention times (HRTs) were kept 13 ± 5 h and 16 ± 6 h for SCBP and ASP, respectively. Corresponding volumetric loadings rates (VLR) were 2.7 ± 0.9 and 2.2 ± 1.0 kg CODfilt m-3d-1. Temperatures varied between 46 to 60°C in both processes. Mesophilic ASP was operated with HRT of 36 h, corresponding VLR of 0.7 kg CODfilt m-3d-1. Both SCBP and ASP achieved CODfilt (GF/A f…

Environmental EngineeringWaste managementChemistrybusiness.industryThermophilePulp (paper)BiofilmPaper millengineering.materialPulp and paper industryActivated sludgeengineeringTurbiditybusinessEffluentWater Science and TechnologyMesophileWater Science and Technology
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