Search results for "Sludge"

showing 10 items of 320 documents

Foaming in membrane bioreactors: Identification of the causes

2012

Membrane bioreactors (MBRs) represent by now a well established alternative for wastewater treatment. Their increasing development is undoubtedly related to the several advantages that such technology is able to guarantee. Nevertheless, this technology is not exempt from operational problems; among them the foaming still represents an "open challenge" of the MBR field, due to the high complexity of phenomenon. Unfortunately, very little work has been done on the foaming in MBRs and further studies are required. Actually, there is not a distinct difference between conventional activated system and MBR: the main difference is that the MBR plants can retain most Extracellular Polymeric Substan…

Environmental EngineeringBacteriaSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleWaste managementChemistrySegmented filamentous bacteriaGeneral MedicineModels TheoreticalManagement Monitoring Policy and LawPulp and paper industryWaste Disposal FluidBioreactorsEPS Filamentous micro-organisms Foam power Foaming MBR Modified scum indexExtracellular polymeric substanceActivated sludgeMembranePower testHigh complexityData Interpretation StatisticalBioreactorSewage treatmentExtracellular SpaceWaste Management and DisposalJournal of Environmental Management
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The role of EPS concentration in MBR foaming: analysis of a submerged pilot plant.

2010

Foaming in Membrane BioReactor (MBR) is a frequently discussed topic. Some authors reported that the phenomenon is due to filamentous organisms, like at Conventional Activated Sludge (CAS) plants. However, in recent years, other authors reported that the Extra-cellular Polymer Substances (EPSs) concentration is an important factor for controlling foam as well. Nevertheless, even if a number of MBR plants are affected by foaming, presently there are no suitable methods to evaluate the phenomenon. To facilitate the study of this controversial phenomenon in an MBR system, certain foam tests proposed in the past for CASPs were investigated. The results of the tests were able to adequately measu…

Environmental EngineeringBiofoulingSurface PropertiesBioengineeringPortable water purificationPilot ProjectsMembrane bioreactorWater PurificationMBRBiofoulingBiopolymersBioreactorsFoam testBioreactorcardiovascular diseasesWaste Management and DisposalSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleWaste managementSewageViscosityRenewable Energy Sustainability and the EnvironmentChemistryMembranes ArtificialGeneral MedicinePulp and paper industryPilot plantActivated sludgelipids (amino acids peptides and proteins)EPSExtracellular SpaceProtein concentrationFoamingBioresource technology
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Aerobic moving bed biofilm reactor treating thermomechanical pulping whitewater under thermophilic conditions.

2002

The continuously operated laboratory scale Kaldnes moving bed biofilm reactor (MBBR) was used for thermophilic (55 degrees C) aerobic treatment of TMP whitewater. In the MBBR, the biomass is grown on carrier elements that move along with the water in the reactor. Inoculation with mesophilic activated sludge gave 60-65% SCOD removal from the first day onwards. During the 107 days of experiment, the 60-65% SCOD removals were achieved at organic loading rates of 2.5-3.5 kg SCODm(-3) d(-1), the highest loading rates applied during the run and HRT of 13-22h. Carbohydrates, which contributed to 50-60% of the influent SCOD. were removed by 90-95%, while less than 15% of the lignin-like material (3…

Environmental EngineeringBiomassIndustrial WasteIndustrial wasteWater PurificationBioreactorPressureWater MovementsWaste Management and DisposalWater Science and TechnologyCivil and Structural EngineeringWaste managementMoving bed biofilm reactorChemistryEcological ModelingChemical oxygen demandTemperatureBiodegradationPulp and paper industryPollutionWoodBacteria AerobicActivated sludgeBiodegradation EnvironmentalBiofilmsMesophileWater research
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Experimental sulphide inhibition calibration method in nitrification processes: A case-study.

2020

[EN] Sulphide is one of the inhibitors in the nitrification process in WWTP in regions with sulphate rich soils. As little information is currently available on sulphide nitrification inhibition, the aim of this study was to develop a method based on a modification of the Successive Additions Method to calibrate the effect of sulphide on the activity of ammonia-oxidising bacteria (AOB) and nitrite-oxidising bacteria (NOB). The developed method was then applied to activated sludge samples from two WWTPs with different influent sulphide concentrations. In both cases, sulphide had a greater inhibitory effect on NOB than AOB activity. The sulphide inhibition was found to be lower in the activat…

Environmental EngineeringCalibration methodology0208 environmental biotechnologyNitrification inhibition02 engineering and technologyAmmonia-oxidising bacteria calibration010501 environmental sciencesManagement Monitoring Policy and LawSulfides01 natural sciencesBioreactorsSulphide inhibitionAmmoniaWaste Management and DisposalInhibitory effectTECNOLOGIA DEL MEDIO AMBIENTENitrites0105 earth and related environmental sciencesNitrite-oxidising bacteria calibrationbiologySewageChemistryGeneral Medicinebiology.organism_classificationNitrification020801 environmental engineeringActivated sludgeWastewaterEnvironmental chemistrySoil waterCalibrationNitrificationOxidation-ReductionBacteriaJournal of environmental management
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Optimizing the H3PO4 leaching conditions of post-precipitated sewage sludge using response surface methodology

2018

The leaching procedure of post-precipitated aluminium phosphate sludge with dilute phosphoric acid was developed. The leaching offers a route to recover both critical phosphorous from sewage sludge and the metal used in precipitation. Using phosphoric acid as leaching solution makes it possible to continue the recovery process without the need to remove chloride or sulfate anions. The optimization of the leaching was based on experimental three-level-four-variable central composite face-centered design. The four variables included were acid concentration, volume of acid, temperature and time of leaching. The leaching was conducted for dewatered and water-containing sludge (total solid conte…

Environmental EngineeringCentral composite designphosphorus recovery010501 environmental sciencesManagement Monitoring Policy and Law010403 inorganic & nuclear chemistry01 natural sciencesChloridejätevesilietechemistry.chemical_compoundmedicinePhosphorous acidSulfatecentral composite designta116ta215fosforiWaste Management and DisposalPhosphoric acidta2180105 earth and related environmental sciencessaostussewage sludgefosfaatitpost-precipitationGeneral MedicinePulp and paper industryPhosphate0104 chemical sciencestalteenottochemistryliuotusLeaching (metallurgy)Sludgemedicine.drugJournal of Environmental Management
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A method for measuring low-weight carboxylic acids from biosolid compost

2006

Concentration of low-weight carboxylic acids (LWCA) is one of the important parameters that should be taken into consideration when compost is applied as soil improver for plant cultivation, because high amounts of LWCA can be toxic to plants. The present work describes a method for analysis of LWCA in compost as a useful tool for monitoring compost quality and safety. The method was tested on compost samples of two different ages: 3 (immature) and 6 (mature) months old. Acids from compost samples were extracted at high pH, filtered, and freeze-dried. The dried sodium salts were derivatized with a sulfuric acid–methanol mixture and concentrations of 11 low-weight fatty acids (C1–C10) were a…

Environmental EngineeringChromatography GasCarboxylic acidAlkalinityCarboxylic AcidsLWCAManagement Monitoring Policy and Lawengineering.materialcomplex mixturesLepidiumSoilWaste Management and DisposalWater Science and Technologychemistry.chemical_classificationDetection limitChromatographyChemistryCompostfungiPollutionlow-weight carboxylic acidsCapric AcidStandard additionCalibrationengineeringGas chromatographySludgeJournal of Environmental Quality
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An extension of ASM2d including pH calculation

2003

This paper presents an extension of the Activated Sludge Model No. 2d (ASM2d) including a chemical model able to calculate the pH value in biological processes. The developed chemical model incorporates the complete set of chemical species affecting the pH value to ASM2d describing non-equilibrium biochemical processes. It considers the system formed by one aqueous phase, in which biochemical processes take place, and one gaseous phase, and is based on the assumptions of instantaneous chemical equilibrium under liquid phase and kinetically governed mass transport between the liquid and gas phase. The ASM2d enlargement comprises the addition of every component affecting the pH value and an i…

Environmental EngineeringChromatographySewageChemistryEcological ModelingThermodynamicsSequencing batch reactorActivated sludge modelHydrogen-Ion ConcentrationModels TheoreticalWaste Disposal FluidPollutionDissociation (chemistry)PhosphatesKineticsBioreactorsEnhanced biological phosphorus removalActivated sludgeMass transferChemical equilibriumWaste Management and DisposalWater Science and TechnologyCivil and Structural EngineeringWaste disposalWater Research
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Influence of volatile solids and pH for the production of volatile fatty acids: batch fermentation tests using sewage sludge

2021

The aim of this work was to study the effect of volatile suspended solid (VSS) and pH on volatile fatty acids (VFA) production from waste activated sludge (WAS) fermentation by means of batch tests. The final goal was to gain insights to enhance VFA stream quality, with the novelty of using WAS with high sludge retention time. Results revealed that the optimum conditions to maximize VFAs and minimize nutrients and non-VFA sCOD are a VSS concentration of 5.9 g/L and initial pH adjustment to pH 10. The WAS bacterial community structures were analysed according to Next Generation Sequencing (NGS) of 16S rDNA amplicons. The results revealed changes of bacterial phyla abundance in comparison wit…

Environmental EngineeringCircular economyBatch fermentation0207 environmental engineeringBioengineering02 engineering and technology010501 environmental sciences01 natural sciencesBioreactorsNutrientVolatile fatty acidsResource recovery from wastewater020701 environmental engineeringWaste Management and Disposal0105 earth and related environmental sciencesSuspended solidsSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBacteriaSewageRenewable Energy Sustainability and the EnvironmentChemistryGeneral MedicineHydrogen-Ion ConcentrationOther Quantitative Biology (q-bio.OT)Fatty Acids VolatilePulp and paper industry6. Clean waterQuantitative Biology - Other Quantitative BiologyActivated sludgeFOS: Biological sciencesFermentationFermentationBacterial communityRetention timeSludge
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A supervisory control system for optimising nitrogen removal and aeration energy consumption in wastewater treatment plants

2002

A fuzzy logic supervisory control system for optimising nitrogen removal and aeration energy consumption has been developed. This control system allows optimising and controlling the dissolved oxygen (DO) concentration in the aerobic reactors, the blowers discharge pressure and the effluent ammonia and nitrate concentrations. DO is controlled by adjusting control valve opening and blower discharge pressure is controlled by modifying rotational speed of the blowers. Optimum nitrification/denitrification is achieved by modifying the DO set point in the last aerobic reactor and the internal recirculation. This system has been tested by simulation in a Bardenpho process using the Activated Slud…

Environmental EngineeringDenitrificationActivated sludgeEnvironmental engineeringEnvironmental scienceProcess controlNitrificationSewage treatmentActivated sludge modelAerationDischarge pressureWater Science and TechnologyWater Science and Technology
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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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