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contributor authorDavid K. Stevens
date accessioned2017-05-08T21:02:47Z
date available2017-05-08T21:02:47Z
date copyrightDecember 1988
date issued1988
identifier other%28asce%290733-9372%281988%29114%3A6%281352%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36608
description abstractTwo kinetic inhibition models were considered in concert with mass transport equations in biofilm to demonstrate how these phenomena interact, and explain, in principle, why fixed‐film processes may be more stable than their dispersed growth counterparts. For substrate inhibition, the reaction rate in the biofilm, at reduced concentration, can be up to 250% greater than in the bulk solution under strong inhibition. Regions of multiple solutions of the model equations were observed. In cases where product inhibition occurs, the biofilm reaction rate is always less than in the bulk solution, but the mass transfer effect is small under strong inhibition. These calculations offer a strong foundation for the enhanced stability often seen with fixed‐film wastewater treatment processes.
publisherAmerican Society of Civil Engineers
titleInteraction of Mass Transfer and Inhibition in Biofilms
typeJournal Paper
journal volume114
journal issue6
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1988)114:6(1352)
treeJournal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 006
contenttypeFulltext


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