Search results for "Mesophile"

showing 10 items of 52 documents

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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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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Producing high-strength liquor from mesophilic batch acidification of chicken manure.

2015

This report describes the results from anaerobic batch acidification of chicken manure as a mono-substrate studied under mesophilic conditions. The manure was diluted with tap water to prevent methane formation during acidification and to improve mixing conditions by reducing fluid viscosity; no anaerobic digester sludge has been added as an inoculum. Highest acidification rates were measured at concentrations of 10 gVS L−1 and 20 gVS L−1; the pH value remained high (pH 6.9–7.9) throughout the test duration and unexpected fast methane formation was observed in every single batch. At substrate concentrations of 10 gVS L−1 there was a remarkable methane formation representing a value of 82% …

Environmental EngineeringWaste managementChemistryHydrogen-Ion ConcentrationPulp and paper industryFatty Acids VolatilePollutionManureManureAnaerobic digestionBioreactorsTap waterBiogasWaste ManagementBiofuelBiofuelsAnimalsChicken manureAnaerobic exerciseChickensMethaneMesophileWaste managementresearch : the journal of the International Solid Wastes and Public Cleansing Association, ISWA
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The closure of water circuits by internal thermophilic (55 and 70�C) anaerobic treatment in the thermomechanical pulping process

1997

The suitability of an internal thermophilic anaerobic treatment system for closing the water circuits in thermomechanical pulp (TMP) production was studied. The dissolution of wood organics in the water circuit was simulated by hot disintegration of TMP pulp, while the water system closure was simulated by repeated hot disintegration of TMP pulp with recirculated water. The upflow anaerobic sludge blanket (UASB) reactors were started at 55 and 70°C with mesophilic inoculum, and stable performances were established within 60 days at both temperatures. Closing the water circuits without internal treatment rapidly resulted in increased chemical oxygen demand (COD) in the recirculated water. In…

Environmental EngineeringWaste managementChemistryThermophilePulp (paper)Chemical oxygen demandengineering.materialPulp and paper industrychemistry.chemical_compoundengineeringAnaerobic treatmentLigninDissolutionAnaerobic exerciseWater Science and TechnologyMesophileWater Science and Technology
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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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Thermophilic aerobic wastewater treatment, process performance, biomass characteristics, and effluent quality

2003

Thermophilic aerobic wastewater treatment is reviewed. Thermophilic processes have been studied in laboratory and pilot-scale while full-scale applications are rare. The paper focuses on the microbiology of aerobic thermophiles, performance of the aerobic wastewater treatments, sludge yield, and alternatives to enhance performance of thethermophilic process. Thermophilic processes have been shown to operate under markedly high loading rates (30–180 kg COD m−3d−1).Reported sludge production values under thermophilic conditions vary between 0.05 and0.3 kg SS kg CODremoved, which are about the same or lower than generally obtained in mesophilic processes. Compared to analogous mesophilic treat…

Environmental EngineeringWaste managementThermophileUltrafiltrationBiomassBiologyPulp and paper industryPollutionApplied Microbiology and BiotechnologyWastewaterSettlingSewage treatmentWaste Management and DisposalEffluentMesophileReviews in Environmental Science and Bio/Technology
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Comparative study of laboratory-scale thermophilic and mesophilic activated sludge processes.

2005

Laboratory-scale mesophilic (20-35 degrees C) and thermophilic (55 degrees C) activated sludge processes (ASPs) treating diluted molasses wastewater were compared in effluent quality, removal of different COD fractions, sludge yield, floc size, and sludge settleability. The effect of polyaluminium chloride (PAC) with high cationic charge on sludge settleability and effluent quality was also studied. In the ASPs, the hydraulic retention time was 12h in both processes, corresponding to a volumetric loading rate of 3.2+/-1.0 kg COD(filt) m(-3)d(-1). The mesophilic ASP gave 79+/-18% and 90+/-2% and the thermophilic ASP gave 50+/-6% and 67+/-11% total COD (COD(tot)) and GF/A-filtered COD (COD(fi…

FlocculationEnvironmental EngineeringHydraulic retention timeAluminum HydroxideWaste Disposal FluidWater PurificationBacteria AnaerobicParticle SizeWaste Management and DisposalEffluentWater Science and TechnologyCivil and Structural EngineeringChromatographySewageChemistryEcological ModelingTemperatureFlocculationPulp and paper industryPollutionOxygenActivated sludgeBiodegradation EnvironmentalWastewaterBiofilmsSewage treatmentAerationMesophileWater research
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Microbial inactivation and evaluation of furan formation in high hydrostatic pressure (HHP) treated vegetable-based infant food.

2017

Abstract The inactivation of pathogenic and spoilage bacteria as well as the formation of food processing contaminants (e.g. acrylamide, furan, etc.) in infant foods is of utmost importance for industry, consumers as well as regulatory bodies. In this study, the potential of high hydrostatic pressure (HHP) for microorganism inactivation including total mesophilic aerobic bacteria (TMA) and total yeasts and molds (TYM) at equivalent processing conditions, as well as its effects on furan formation in vegetable-based infant food was evaluated. The process parameters evaluated were combinations of pressures (200, 300, and 400 MPa), temperatures (25, 35, and 45 °C), and treatment times (5, 10, a…

Food SafetyAerobic bacteriaFood HandlingMicroorganismHydrostatic pressure01 natural scienceschemistry.chemical_compound0404 agricultural biotechnologyFuranFood PreservationYeastsVegetablesHydrostatic PressurePressureFood scienceFuransMicrobial ViabilityBacteriabusiness.industry010401 analytical chemistryFungiTemperature04 agricultural and veterinary sciencesContamination040401 food science0104 chemical scienceschemistryAcrylamideFood processingInfant FoodbusinessFood ScienceMesophileFood research international (Ottawa, Ont.)
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Comparison of Activated Sludge Processes at Different Temperatures: 35°C, 27–55°C, and 55°C

2002

The performance of mesophilic (35°C; referred to as R1) and thermophilic (55°C; R3) laboratory activated sludge processes (ASPs) as well as ASP with a fluctuating temperature (27-56°C; R2) was compared. During the 124-day runs, in R1 and R3 hydraulic retention time was gradually reduced from 18 h to 3 h, corresponding to an increase in volumetric loading rate from 2 to 10 kg soluble COD m−3d−1; in R2 hydraulic retention time was gradually reduced from 18 to 4.5 h, corresponding to an increase in volumetric loading rate from 2 to 7.5 kg soluble COD m−3d−1. R1 removed on average 85% of soluble COD (GF50-filtered) that was approximately 10% more than R3. In R2 SCOD removal was dependent on the…

Hydraulic retention timeChemistryEnvironmental engineeringGeneral MedicineIndustrial wasteActivated sludgeLoading rateBioreactorEnvironmental ChemistryWaste Management and DisposalEffluentWater Science and TechnologyNuclear chemistryWaste disposalMesophileEnvironmental Technology
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Hydrogen and methane production in extreme thermophilic conditions in two-stage (upflow anaerobic sludge bed) UASB reactor system

2013

Abstract Two-stage hydrogen and methane production in extreme thermophilic (70 °C) conditions was demonstrated for the first time in UASB-reactor system. Inoculum used in hydrogen and methane reactors was granular sludge from mesophilic internal circulation reactor and was first acclimated for extreme thermophilic conditions. In hydrogen reactor, operated with hydraulic retention time (HRT) of 5 h and organic loading rate (OLR) of 25.1 kg COD/m 3 /d, hydrogen yield was 0.73 mol/mol glucose added . Methane was produced in second stage from hydrogen reactor effluent. In methane reactor operated with HRT of 13 h and OLR of 7.8 kg COD/m 3 /d, methane yield was 117.5 ml/g COD added . These resul…

HydrogenHydraulic retention timeRenewable Energy Sustainability and the EnvironmentThermophileta1172Energy Engineering and Power Technologychemistry.chemical_elementCondensed Matter PhysicsPulp and paper industryMethaneInternal circulation reactorchemistry.chemical_compoundFuel Technologychemistryta219Methane productionEffluentMesophileInternational Journal Of Hydrogen Energy
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