dc.contributorUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2014-12-03T13:08:37Z
dc.date.available2014-12-03T13:08:37Z
dc.date.created2014-12-03T13:08:37Z
dc.date.issued2013-03-01
dc.identifierBioprocess And Biosystems Engineering. New York: Springer, v. 36, n. 3, p. 357-363, 2013.
dc.identifier1615-7591
dc.identifierhttp://hdl.handle.net/11449/111391
dc.identifier10.1007/s00449-012-0791-4
dc.identifierWOS:000315591600010
dc.identifier9408665052901005
dc.identifier0000-0002-1573-3747
dc.description.abstractIn this study, the flocculation process in continuous systems with chambers in series was analyzed using the classical kinetic model of aggregation and break-up proposed by Argaman and Kaufman, which incorporates two main parameters: K (a) and K (b). Typical values for these parameters were used, i. e., K (a) = 3.68 x 10(-5)-1.83 x 10(-4) and K (b) = 1.83 x 10(-7)-2.30 x 10(-7) s(-1). The analysis consisted of performing simulations of system behavior under different operating conditions, including variations in the number of chambers used and the utilization of fixed or scaled velocity gradients in the units. The response variable analyzed in all simulations was the total retention time necessary to achieve a given flocculation efficiency, which was determined by means of conventional solution methods of nonlinear algebraic equations, corresponding to the material balances on the system. Values for the number of chambers ranging from 1 to 5, velocity gradients of 20-60 s(-1) and flocculation efficiencies of 50-90 % were adopted.
dc.languageeng
dc.publisherSpringer
dc.relationBioprocess and Biosystems Engineering
dc.relation2.139
dc.relation0,640
dc.rightsAcesso restrito
dc.sourceWeb of Science
dc.subjectMathematical modeling
dc.subjectKinetics
dc.subjectFlocculation
dc.subjectWater and effluent treatment
dc.titleMathematical modeling and analysis of the flocculation process in chambers in series
dc.typeArtículos de revistas


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