Search results for " Time"

showing 10 items of 3005 documents

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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Effect of additives on process stability of mesophilic anaerobic monodigestion of pig slaughterhouse waste

2012

The effect of two additives on anaerobic monodigestion of pig slaughterhouse waste was studied in three laboratory scale continuously stirred tank reactors (CSTRs) operated for 242-284 days at 35°C. A higher organic loading rate (OLR), namely 2.25 kg volatile solids (VS)/m(3)d with a hydraulic retention time (HRT) of 30 d was feasible with an additive containing Fe, HCl and trace elements while an OLR of 1.5 kg VS/m(3)d (HRT 30 d) led to instabilities in CSTR with an additive consisting of Fe and HCl and in CSTR without additives. Methane yields of ca. 700 dm(3) CH(4)/kg VS(fed) were obtained in all reactors under stable conditions. Both additives decreased H(2)S concentration of the biogas…

Environmental EngineeringHydraulic retention timeIronSus scrofata1172Continuous stirred-tank reactorBioengineeringMethanechemistry.chemical_compoundBioreactorsBiogasAnimalsAnaerobiosisWaste Management and Disposalta218Biological Oxygen Demand AnalysisWaste ProductsWaste managementRenewable Energy Sustainability and the EnvironmentTemperatureGeneral MedicineHydrogen-Ion ConcentrationFatty Acids VolatilePulp and paper industryAnaerobic digestionBiodegradation EnvironmentalchemistryBiofuelBiofuelsHydrochloric AcidMethaneAnaerobic exerciseAbattoirsBiotechnologyMesophileBioresource Technology
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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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Semi-continuous anaerobic digestion of solid poultry slaughterhouse waste: effect of hydraulic retention time and loading.

2002

Abstract We studied the effect of hydraulic retention time (HRT) and loading on anaerobic digestion of poultry slaughterhouse wastes, using semi-continuously fed, laboratory-scale digesters at 31°C. The effect on process performance was highly significant: Anaerobic digestion appeared feasible with a loading of up to 0.8 kg volatile solids (VS)/m 3  d and an HRT of 50–100 days. The specific methane yield was high, from 0.52 to 0.55 m 3 /kg VS added . On the other hand, at a higher loading, in the range from 1.0 to 2.1 kg VS/m 3  d, and a shorter HRT, in the range from 25 to 13 days, the process appeared inhibited and/or overloaded, as indicated by the accumulation of volatile fatty acids an…

Environmental EngineeringHydraulic retention timeNitrogenchemistry.chemical_elementIndustrial wasteMethanePoultryAmmoniachemistry.chemical_compoundBacteria AnaerobicAnimal scienceBioreactorsAmmoniaAnimalsWaste Management and DisposalWater Science and TechnologyCivil and Structural EngineeringEcological ModelingFatty AcidsEnvironmental engineeringTotal dissolved solidsPollutionNitrogenRefuse DisposalAnaerobic digestionWaste treatmentchemistryAbattoirsWater research
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Co-digestion of manure and biowaste according to the EC Animal By-Products Regulation and Finnish national regulations

2006

The objective of this study was to compare methane production and characteristics of digested material in anaerobic digestion concepts according to the Animal By-Products Regulation (ABP-Regulation) of the EC (hygienisation of biowaste for 1 hour at 70 °C, particle size <12 mm) and Finnish national regulations (treatment temperature 55 °C, feeding interval 24 h, hydraulic retention time (HRT) 20 d, particle size <40 mm) and with small variations in treatment methods for treating manure and biowaste. Moreover, the survival of three different salmonella bacteria in these processes was studied. Hygienisation of biowaste prior to digestion at 35 °C enhanced methane production by 1…

Environmental EngineeringHydraulic retention timeWaste managementChemistrySalmonella bacteriaTemperatureTreatment methodFederal GovernmentManureManureAnaerobic digestionDigestion (alchemy)SalmonellaFood scienceMedical Waste DisposalCo digestionMethane productionMethaneFinlandWater Science and TechnologyWater Science and Technology
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Mesophilic and thermophilic anaerobic co-digestion of rendering plant and slaughterhouse wastes.

2011

Co-digestion of rendering and slaughterhouse wastes was studied in laboratory scale semi-continuously fed continuously stirred tank reactors (CSTRs) at 35 and 55 °C. All in all, 10 different rendering plant and slaughterhouse waste fractions were characterised showing high contents of lipids and proteins, and methane potentials of 262-572 dm(3)CH(4)/kg volatile solids(VS)(added). In mesophilic CSTR methane yields of ca 720 dm(3) CH(4)/kg VS(fed) were obtained with organic loading rates (OLR) of 1.0 and 1.5 kg VS/m(3) d, and hydraulic retention time (HRT) of 50 d. For thermophilic process, the lowest studied OLR of 1.5 kg VS/m(3) d, turned to be unstable after operation of 1.5 HRT, due to ac…

Environmental EngineeringHydraulic retention timeWaste managementSewageRenewable Energy Sustainability and the EnvironmentChemistryContinuous stirred-tank reactorIndustrial WasteBioengineeringGeneral MedicineEuryarchaeotaMethaneRendering (animal products)Anaerobic digestionchemistry.chemical_compoundAmmoniaBacteria AnaerobicFood scienceWaste Management and DisposalKjeldahl methodMethaneta218AbattoirsMesophileBioresource technology
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Hydrogen sulfide and odor removal by field-scale biotrickling filters: Influence of seasonal variations of load and temperature

2012

Two biotrickling filters were set up at two wastewater treatment plants (WWTP) in The Netherlands to investigate their effectiveness for treatment of odorous waste gases from different sources. One biotrickling filter was installed at Nieuwe Waterweg WWTP in Hook of Holland to study the hydrogen sulfide removal from headworks waste air. The other reactor was installed at Harnaschpolder WWTP (treating wastewater of the city of The Hague) to remove mercaptans and other organic compounds (odor) coming from the emissions of the anaerobic tanks of the biological nutrient removal (BNR) activated sludge. The performance of both units showed a stable and highly efficient operation under seasonal va…

Environmental EngineeringHydrogen sulfidePilot ProjectsResidence time (fluid dynamics)Waste Disposal FluidWaste gaschemistry.chemical_compoundBioreactorsAir PollutionSodium HydroxideAnaerobiosisHydrogen SulfideNetherlandsAir PollutantsVolatile Organic CompoundsEnvironmental engineeringGeneral MedicineFilter (aquarium)Biodegradation EnvironmentalActivated sludgeWastewaterOdorchemistryOdorantsSewage treatmentFiltrationJournal of Environmental Science and Health, Part A
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Parameterization of a comprehensive explicit model for single-ring infiltration

2021

International audience; Comprehensive infiltration models can simultaneously describe transient and steady-state infiltration behaviors, and therefore can be applied to a range of experimental conditions. However, satisfactory model accuracy re- quires proper parameterization, including estimating the transition time from transient to steady-state flow conditions (τcrit). This study focused on improving the estimation of two parameters – τcrit and a second constant called a – used in a comprehensive, explicit, two-term model for single ring infiltration (hereafter referred to as the SA model). Different studies have recommended that a should be as low as 0.45 to as high as 0.91. Furthermore…

Environmental EngineeringIterative method0207 environmental engineeringExperimental data04 agricultural and veterinary sciences02 engineering and technologyInfiltration model parameterization Single ring infiltrometer Transition timeInfiltration (HVAC)infiltration model parameterizationTerm (time)Flow conditions040103 agronomy & agricultureRange (statistics)0401 agriculture forestry and fisheriesApplied mathematicsSettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliSingle ring infiltrometertransition timeTransient (oscillation)[SDU.STU.HY]Sciences of the Universe [physics]/Earth Sciences/Hydrology020701 environmental engineeringConstant (mathematics)Water Science and TechnologyMathematics
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A pilot-scale study of struvite precipitation in a stirred tank reactor: Conditions influencing the process

2008

Currently, the two most developed techniques for recovering phosphorus from wastewater consist of the formation of calcium phosphates and struvite (MgNH(4)PO(4).6H(2)O). In this work the influence of the operational conditions on the struvite precipitation process (pH in the reactor, hydraulic retention time, and magnesium:phosphorus, nitrogen:phosphorus, and calcium:magnesium molar ratios) have been studied. Twenty-three experiments with artificial wastewater were performed in a stirred reactor. In order to obtain the pH value maintenance during the crystallization process, a fuzzy logic control has been developed. High phosphorus removal efficiencies were reliably achieved precipitating t…

Environmental EngineeringMaterials scienceHydraulic retention timeNitrogenStruvitePelletsMagnesium Compoundschemistry.chemical_elementContinuous stirred-tank reactorPilot ProjectsBioengineeringPhosphateslaw.inventionchemistry.chemical_compoundlawChemical PrecipitationMagnesiumCrystallizationWaste Management and DisposalWaste managementRenewable Energy Sustainability and the EnvironmentMagnesiumPhosphorusPhosphorusGeneral MedicineHydrogen-Ion ConcentrationWastewaterchemistryChemical engineeringStruviteCalciumCrystallizationBioresource Technology
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Performances of a granular sequencing batch reactor (GSBR).

2007

Aerobic granulation in sequencing batch reactors is widely reported in literature and in particular in SBAR (Sequencing batch airlift reactor) configuration, due to the high localised hydrodynamic shear forces that occur in this type of configuration. The aim of this work was to observe the phenomenon of the aerobic granulation and to confirm the excellent removal efficiencies that can be achieved with this technology. In order to do that, a laboratory-scale plant, inoculated with activated sludge collected from a conventional WWTP, was operated for 64 days: 42 days as a SBAR and 22 days as a SBBC (sequencing batch bubble column). The performances of the pilot plant showed excellent organic…

Environmental EngineeringMaterials scienceNitratesSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleBacteriaSettling timebusiness.industryGranule (cell biology)Sequencing batch reactorGranular Sludge SBR wastewater treatmentWaste Disposal FluidAerobiosisQuaternary Ammonium CompoundsPilot plantActivated sludgeBioreactorsAerobic granulationSewage treatmentExperimental workProcess engineeringbusinessWater Pollutants ChemicalWater Science and TechnologyWater science and technology : a journal of the International Association on Water Pollution Research
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