Dynamic modelling and simulation of pilot scale anaerobic digestion plant treating source separated food waste and effect of recycling sludge

dc.contributor.authorRathnasiri, PG
dc.date.accessioned2018-10-22T23:52:13Z
dc.date.available2018-10-22T23:52:13Z
dc.description.abstractThis study investigates the effect of recycling sludge and stability of pilot scale anaerobic digestion plant treating organic fraction of source separated food waste. Pilot plant comprises of pre-treatment, anaerobic digestion and post treatment. Anaerobic digestion is carried out under mesophilic conditions. At flow rate of 0.221 m3/d, slurry of food waste is introduced semicontinuously every day within 2 hr time span. Anaerobic digestion model No.1 (ADM1) was applied for modelling and simulation of continuous stirred tank anaerobic reactor including recycling and was implemented in AQUASIM 2.1f. Input food waste was characterized and parameters were determined as dictated by ADM1. Process parameters were obtained from pilot plant and kinetic parameters are standard parameters given in ADM1. Input Organic Loading Rate(OLR) to reactor is 4.81 kgCOD/m3.d and Hydraulic Retention Time (HRT) was 20 days. Pilot scale AD plant was simulated for 40 days. It was found that biogas production rate and gas composition vary according the intermittent feeding pattern and reactor head space contains average compositions of CH4 and CO2 of 56% and 30% (v/v) respectively. Average biogas production rate under this conditionwas 16.4 m3/d. Recycling of sludge in terms of biomass was implemented in model as an advective link. When model was simulated at 40 day solid retention time (SRT), average biogas production rate increased by 31%. By varying OLRs to reactor, stability was investigated. When input OLR was doubled in terms of hydraulic load, anaerobic reactor became unstable producing H2 (38% v/v) and CO2 (40%v/v) in reactor head space. Under this condition, bulk liquid phase pH was 4.78. Instability is further confirmed by accumulation of volatile fatty acids and inhibition of strict methanogens. ADM1 can be applied to model and simulate pilot scale anaerobic digestion plant and to screen different options before scaling up into large scale plants. 2016 The Authors. Published by Elsevier B.V. Peer-review under responsibility of the organizing committee of 5IconSWM 2015.en_US
dc.identifier.conferenceInternational Conference on Solid Waste Management (5th IconSWM - 2015)en_US
dc.identifier.departmentDepartment of Chemical and Process Engineeringen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnospp. 740 - 748en_US
dc.identifier.placeBangaloreen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/13636
dc.identifier.year2015en_US
dc.language.isoenen_US
dc.subjectADM1,en_US
dc.subjectAnaerobic digestion
dc.subjectFood waste,Dynamic
dc.subjectmodeling
dc.titleDynamic modelling and simulation of pilot scale anaerobic digestion plant treating source separated food waste and effect of recycling sludgeen_US
dc.typeConference-Abstracten_US

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