Biomass accumulation in a biofilter treating toluene at high loads – Part 2: Model development, calibration and validation

In this work, a dynamic model describing volatile organic compounds abatement and the corresponding biomass accumulation is developed, calibrated and validated. The mathematical model is based on detailed mass balances which include the main processes involved in the system: advection, absorption, a...

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Detalles Bibliográficos
Autores: Dorado Castaño, Antonio David|||0000-0003-0238-5867, Lafuente Sancho, Francisco Javier, Gabriel Buguña, David, Gamisans Noguera, Javier|||0000-0003-1856-8692
Tipo de recurso: artículo
Fecha de publicación:2012
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/127886
Acceso en línea:https://hdl.handle.net/2117/127886
https://dx.doi.org/10.1016/j.cej.2012.08.019
Access Level:acceso abierto
Palabra clave:Filters and filtration
Volatile organic compounds
Biomass growth
Kinetic parameters estimation
Modeling
Toluene abatement
High loads
Biofiltration
Filtres i filtració
Compostos orgànics volàtils
Àrees temàtiques de la UPC::Enginyeria química
Àrees temàtiques de la UPC::Enginyeria química::Biotecnologia
Descripción
Sumario:In this work, a dynamic model describing volatile organic compounds abatement and the corresponding biomass accumulation is developed, calibrated and validated. The mathematical model is based on detailed mass balances which include the main processes involved in the system: advection, absorption, adsorption, diffusion, biodegradation and biomass growth. The model overcomes common assumptions considered in classical biofiltration models such as uniform, constant biomass distribution. The model was calibrated and validated using experimental data obtained from a biofilter packed with clay pellets during its operation from inoculation to clogging. The model was able to predict satisfactorily experimental data by calibrating only a minimum number of parameters such as the half-saturation constant for toluene and the volumetric maximum growth rate of microorganisms. Kinetic parameters were fitted by means of an optimization routine using toluene concentration profiles along the bed height of the biofilter. A confidence interval for each parameter was calculated based on the Fisher Information Matrix procedure. The model was satisfactorily validated during the operation of the biofilter under different process conditions. Biomass accumulation permitted to predict macroscopic, critical operating parameters such as the pressure drop through the bed. The model may help predicting energy consumption requirements as well as biomass clogging episodes due to excessive biomass growth.