Search results for "Hydraulic retention time"

showing 10 items of 38 documents

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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Maximising resource recovery from wastewater grown microalgae and primary sludge in an anaerobic membrane co-digestion pilot plant coupled to a compo…

2021

[EN] A pilot-scale microalgae (Chlorella spp.) and primary sludge anaerobic co-digestion (ACoD) plant was run for one year in an anaerobic membrane bioreactor (AnMBR) at 35 °C, 70 d solids retention time and 30 d hydraulic retention time, showing high stability in terms of pH and VFA concentration. The plant achieved a high degree of microalgae and primary sludge substrate degradation, resulting in a methane yield of 370 mLCH4·gVSinf¿1. Nutrient-rich effluent streams (685 mgN·L¿1 and 145 mgP·L¿1 in digestate and 395 mgNH4-N·L¿1 and 37 mgPO4-P·L¿1 in permeate) were obtained, allowing posterior nutrient recovery. Ammonium was recovered from the permeate as ammonia sulphate through a hydrophob…

Environmental EngineeringHydraulic retention time0208 environmental biotechnologyChlorella02 engineering and technologyWastewater010501 environmental sciencesManagement Monitoring Policy and Lawengineering.material01 natural scienceschemistry.chemical_compoundBioreactorsMicroalgaeAnaerobiosisWaste Management and DisposalEffluentTECNOLOGIA DEL MEDIO AMBIENTE0105 earth and related environmental sciencesResource recoverySewageCompostChemistry06.- Garantizar la disponibilidad y la gestión sostenible del agua y el saneamiento para todosCompostingGeneral MedicineResource recoveryNutrientsPulp and paper industry020801 environmental engineeringPilot plantWastewaterStruviteAnaerobic co-digestionDigestateengineeringDigestionMethane
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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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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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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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