Search results for "anaerobic co-digestion"

showing 2 items of 2 documents

Biomethane Production from Anaerobic Co-Digestion of Selected Organic Fraction of Municipal Solid Waste (OFMSW) with Sewage Sludge: Effect of the Ino…

2021

The aim of this study was to evaluate the effect of the inoculum to substrate ratio (ISR) and the mixture ratio between organic fraction of municipal solid waste (OFMSW) and sewage sludge (SS) on the methane production potential achievable from anaerobic co-digestion (AcoD). Biochemical Methane Potential (BMP) assays at mesophilic temperature were used to determine the best AcoD configuration for maximizing methane yield and production rate, as well as to address possible synergistic effects. The maximum methane yield was observed at ISR of 1 and 60% OFMSW: 40% SS as co-digestion mixture, whereas the highest methane production rate was achieved at ISR of 2 with the same mixture ratio (207 m…

Bioreactors Digestion Anaerobic co-digestion BMP Methane OFMSW Sewage sludge Synergy Anaerobiosis Sewage Refuse Disposal Solid WasteSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleSewagesewage sludgeHealth Toxicology and MutagenesismethanePublic Health Environmental and Occupational HealthRsynergySolid WasteArticleRefuse Disposalanaerobic co-digestion; BMP; methane; OFMSW; sewage sludge; synergyBioreactorsBMPMedicineDigestionOFMSWAnaerobiosisanaerobic co-digestionInternational Journal of Environmental Research and Public Health
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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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