Search results for "Environmental Biotechnology"

showing 10 items of 568 documents

Mathematical modelling of greenhouse gas emissions from membrane bioreactors: A comprehensive comparison of two mathematical models.

2018

Abstract This paper compares two mathematical models (Model I and Model II) to predict greenhouse gases emission from a University Cape Town (UCT) – membrane bioreactor (MBR) plant. Model I considers N 2 O production only during denitrification. Model II takes into account the ammonia-oxidizing bacteria (AOB) formation pathways for N 2 O. Both models were calibrated adopting real data. Model comparison was performed in terms of (i) sensitivity analysis (ii) best fit and (iii) model prediction uncertainty. On average 6% of factors of Model I and 9% of Model II resulted to be important. In terms of best fit, Model II had a better capability of reproducing the measured data. The average effici…

DenitrificationEnvironmental EngineeringModel prediction0208 environmental biotechnologyBioreactorNitrous OxideSoil scienceBioengineering02 engineering and technology010501 environmental sciencesMembrane bioreactor01 natural sciencesN2O modellingGreenhouse GasesSouth AfricaBioreactorsNutrient removalBioreactorSensitivity (control systems)Waste Management and Disposal0105 earth and related environmental sciencesMathematicsWWTPMathematical modelSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleRenewable Energy Sustainability and the EnvironmentGeneral MedicineModels Theoretical020801 environmental engineeringGreenhouse gasGreenhouse GaseBioresource technology
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The effect of the solids and hydraulic retention time on moving bed membrane bioreactor performance

2018

Abstract The aim of the present paper was to investigate the effect of solids (SRT) and hydraulic (HRT) retention time on Integrated Fixed Film Activated Sludge (IFAS) University of Cape Town (UCT) membrane Bioreactor (MBR). In particular, three different pairs of SRT and HRT values were analysed, namely, Phase I 56 d/30 h, Phase II 31 d/15 h and Phase III 7 d/13 h. The short-term effect of these three SRT/HRT conditions was assessed by analysing several system performance indicators: organic carbon and biological nutrient (nitrogen and phosphorus) removal, biomass respiratory activity, activated sludge filtration properties and membrane fouling. The results showed that the decrease of SRT/…

DenitrificationHydraulic retention timeIntegrated fixed film activated sludgeStrategy and Management0208 environmental biotechnology02 engineering and technology010501 environmental sciencesMembrane bioreactor01 natural sciencesIndustrial and Manufacturing EngineeringBiological phosphorus removal0105 earth and related environmental sciencesGeneral Environmental ScienceChromatography2300Settore ICAR/03 - Ingegneria Sanitaria-AmbientaleRenewable Energy Sustainability and the EnvironmentChemistryMembrane foulingBuilding and ConstructionNitrogen removalPulp and paper industryMembrane BioReactor020801 environmental engineeringStrategy and Management1409 Tourism Leisure and Hospitality ManagementEnhanced biological phosphorus removalActivated sludgeVolatile suspended solidsNitrificationSolid retention timehuman activitiesHydraulic retention timeJournal of Cleaner Production
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Efficiency of a digital particle image velocimetry (DPIV) method for monitoring the surface velocity of hyper-concentrated flows

2018

Digital particle image velocimetry records high resolution images and allows the identification of the position of points in different time instants. This paper explores the efficiency of the digital image-technique for remote monitoring of surface velocity and discharge measurement in hyper-concentrated flow by the way of laboratory experiment. One of the challenges in the application of the image-technique is the evaluation of the error in estimating surface velocity. The error quantification is complex because it depends on many factors characterizing either the experimental conditions or/and the processing algorithm. In the present work, attention is devoted to the estimation error due …

Digital particle image techniqueScale (ratio)Acoustics0208 environmental biotechnologyFlow (psychology)Surface velocityImage processing02 engineering and technologyInflow01 natural sciences010305 fluids & plasmasExperimentPosition (vector)Digital particle image technique surface velocity remote monitoring experiments0103 physical sciencesMATLABcomputer.programming_languagelcsh:QE1-996.5experiments020801 environmental engineeringlcsh:GeologyRemote monitoringParticle image velocimetryFlow velocityGeneral Earth and Planetary Sciencescomputer
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Flow resistance law under equilibrium bed-load transport conditions

2018

Abstract The uniform flow resistance equation, in the form due to Manning or Darcy-Weisbach, is often applied to determine the stage-discharge relationship of a river cross-section. The application of this equation, namely the slope-area method, allows to indirectly measure by water level readings the corresponding river discharge. In this paper, a recently deduced flow resistance equation for open channel flow was tested during conditions of equilibrium bed-load transport. First the flow resistance equation was determined by dimensional analysis and applying the condition of incomplete self-similarity for the flow velocity profile. Then the analysis was developed by the following steps: (i…

Dimensional analysi010504 meteorology & atmospheric sciences0208 environmental biotechnology02 engineering and technology01 natural sciencesShields parametersymbols.namesakeFroude numberElectrical and Electronic EngineeringInstrumentation0105 earth and related environmental sciencesBed loadPhysicsFlow velocity profileComputer Science Applications1707 Computer Vision and Pattern Recognition020801 environmental engineeringComputer Science ApplicationsOpen-channel flowFlumeSelf-similarityFlow conditionsFlow velocityFlow resistanceLawModeling and SimulationsymbolsPotential flowBed-load
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Testing the USLE-M family of models at the Sparacia experimental site in south Italy

2017

The modified Universal Soil Loss Equation (USLE-M) was empirically deduced by a statistical analysis of the original data set of soil loss measurements used to derive the Universal Soil Loss Equation (USLE). The USLE-M, including the effect of runoffin the event rainfall-runofferosivity factor, is characterized by a better capacity to predict event soil loss. At first, in this paper, using the soil erosion representative variables of USLE-M and the reference condition adopted in the USLE, the dimensional analysis and the self-similarity theory are applied to theoretically deduce a multiplicative equation similar to the USLE-M. Then using the database of the Sparacia experimental site, the a…

Dimensional analysi23000208 environmental biotechnologySoil science02 engineering and technology020801 environmental engineeringOriginal dataPlot soil loSet (abstract data type)Universal Soil Loss EquationSoil lossSelf-similarity theorySoil erosionUSLE-MUSLE-MMEnvironmental ChemistrySettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliStatistical analysisUniversal Soil Loss Equation (USLE)General Environmental ScienceMathematicsCivil and Structural EngineeringWater Science and Technology
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Assessing flow resistance in gravel bed channels by dimensional analysis and self-similarity

2018

Abstract In this paper a new flow resistance equation for open channel flow, based on the integration of a power velocity profile, was tested for gravel bed channels. First this flow resistance equation, theoretically deduced by dimensional analysis and incomplete self-similarity condition, was reported. Then a relationship between the Γ function of the velocity profile, the channel slope and the Froude number was calibrated by the available laboratory measurements of flow velocity, water depth and bed slope carried out in 416 flume experimental runs with a gravel bed. Then the relationship for estimating Γ function and the theoretical resistance equation was tested by 83 independent flume …

Dimensional analysiFlow velocity profile010504 meteorology & atmospheric sciencesSelf-similarity0208 environmental biotechnology02 engineering and technologyMechanicsFunction (mathematics)Scale factor01 natural sciences020801 environmental engineeringOpen-channel flowPower (physics)FlumeSelf-similaritysymbols.namesakeGravel bedFlow velocityFlow resistanceFroude numbersymbolsSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliGeology0105 earth and related environmental sciencesEarth-Surface Processes
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Evaluating the Effects of Sediment Transport on Pipe Flow Resistance

2021

In this paper, the applicability of a theoretical flow resistance law to sediment-laden flow in pipes is tested. At first, the incomplete self-similarity (ISS) theory is applied to deduce the velocity profile and the corresponding flow resistance law. Then the available database of measurements carried out by clear water and sediment-laden flows with sediments having a quasi-uniform sediment size and three different values of the mean particle diameter Dm (0.88 mm, 0.41 mm and 0.30 mm) are used to calibrate the Γ parameter of the power-velocity profile. The fitting of the measured local velocity to the power distribution demonstrates that (i) for clear flow the exponent δ can be estimated b…

Dimensional analysiSelf-similarity0208 environmental biotechnologyGeography Planning and Developmentdimensional analysis02 engineering and technologyAquatic ScienceBiochemistrysediment transportPipe flowsymbols.namesakeHydraulic headFroude numberSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliTD201-500Water Science and TechnologyPhysicsWater supply for domestic and industrial purposesself-similaritySedimentHydraulic engineering04 agricultural and veterinary sciencesMechanics020801 environmental engineeringPower (physics)pipe flowFlow (mathematics)velocity profile040103 agronomy & agriculturesymbols0401 agriculture forestry and fisheriesTC1-978flow resistanceSediment transportWater
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New Theoretical Solution of Stage-Discharge Relationship for Slit Weirs

2018

In this paper, the flow-process of a slit weir was analyzed on the basis of a theorem of dimensional analysis and incomplete selfsimilarity theory. The theoretically deduced stage-discharge formula then was calibrated using experimental data obtained for a ratio between the weir and the channel width, ranging from 0.05 to 0.25. The deduced stage-discharge relationship allowed measuring discharge values characterized by errors that, for 98% of the measured values, were less than or equal to 5%. The performance of the proposed theoreticalstage-discharge formula also was improved by introducing the Reynolds number (for 98.5% of the measured values the error was less than or equal to 5%, and th…

Dimensional analysiSelf-similarityBasis (linear algebra)0208 environmental biotechnologyDischarge measurements02 engineering and technologyMechanics01 natural sciencesAgricultural and Biological Sciences (miscellaneous)SlitOpen channel flow010305 fluids & plasmas020801 environmental engineeringOpen-channel flowSelf-similarity0103 physical sciencesWeirSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliStage (hydrology)Discharge measurementWeirWater Science and TechnologyCivil and Structural EngineeringMathematicsJournal of Irrigation and Drainage Engineering
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Durable Rural Development Through the 2014 - 2020 National Rural Development Program

2018

Abstract Rural Development Policy is a priority for the E.U., as half of the Union’s population lives in rural areas. This policy is focused on society’s durable development, under all its aspects: economic, social, cultural, and so on. The challenges which rural areas of member states face must be addressed, while at the same time applying European norms and standards for rural development. After Romania became a part of the E.U., rural areas here were supported through several national rural development programs, so as to create a durable and sustainable rural economy. Major changes are required to achieve this kind of development, such as replacing old agricultural structures, modernizin…

Direct PaymentsEconomic growthEntrepreneurshipSocial PsychologyHF5001-6182rural areas0208 environmental biotechnologyEconomics Econometrics and Finance (miscellaneous)Population02 engineering and technology010501 environmental sciences01 natural sciencesfinancial supportBusinessNatural disastereducationSpatial planningdurable development0105 earth and related environmental scienceseducation.field_of_studybiologybusiness.industrydirect paymentsEurosbiology.organism_classification020801 environmental engineeringAgricultureBusiness Management and Accounting (miscellaneous)Rural areabusinessspatial planningStudies in Business and Economics
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Widening the applicability of AnMBR for urban wastewater treatment through PDMS membranes for dissolved methane capture: Effect of temperature and hy…

2021

[EN] AnMBR technology is a promising alternative to achieve future energy-efficiency and environmental-friendly urban wastewater (UWW) treatment. However, the large amount of dissolved methane lost in the effluent represents a potential high environmental impact that hinder the feasibility of this technology for full-scale applications. The use of degassing membranes (DM) to capture the dissolved methane from AnMBR effluents can be considered as an interesting alternative to solve this problem although further research is required to assess the suitability of this emerging technology. The aim of this study was to assess the effect of operating temperature and hydrodynamics on the capture of…

Dissolved methane captureEnvironmental EngineeringGreenhouse gas (GHG) emissions0208 environmental biotechnology02 engineering and technology010501 environmental sciencesManagement Monitoring Policy and LawWastewater01 natural sciencesWaste Disposal FluidMethaneWater Purificationchemistry.chemical_compoundBioreactorsOperating temperatureMass transferAnaerobiosisDimethylpolysiloxanesWaste Management and DisposalEffluentTECNOLOGIA DEL MEDIO AMBIENTE0105 earth and related environmental sciencesPDMS degassing MembraneEnergy recoveryFoulingAnaerobic membrane bioreactor (AnMBR)Membrane foulingUrban wastewaterTemperatureMembranes ArtificialGeneral MedicinePulp and paper industry020801 environmental engineeringWastewaterchemistryHydrodynamicsEnvironmental scienceMethaneJournal of environmental management
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