1998
DOI: 10.1002/(sici)1521-4125(199809)21:9<701::aid-ceat701>3.0.co;2-l
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A Review on the Mathematical Modeling of Biofilm Processes: Advances in Fundamentals of Biofilm Modeling

Abstract: An attempt is made to review the developments in the modeling of biofilm processes that have been made during the last fifteen years. This article considers only a selection of those publications that have created a significant impact on the trends and techniques of biofilm modeling. The recent advances in the areas of microbial interactions (multispecies biofilms) as well as the inclusion of ionic interactions and the pH effects in the biofilm modeling are also summarized.

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Cited by 46 publications
(23 citation statements)
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“…Rittmann & McCarty, 1980, Kissel et al, 1984, Wanner & Gujer, 1986, and the review of Chaudhry & Beg, 1998). These first models were ordinary or one-dimensional partial differential equations assuming a biofilm which develops as a flat layer.…”
Section: Recent Mathematical Models For Heterogeneous Biofilm Structuresmentioning
confidence: 99%
“…Rittmann & McCarty, 1980, Kissel et al, 1984, Wanner & Gujer, 1986, and the review of Chaudhry & Beg, 1998). These first models were ordinary or one-dimensional partial differential equations assuming a biofilm which develops as a flat layer.…”
Section: Recent Mathematical Models For Heterogeneous Biofilm Structuresmentioning
confidence: 99%
“…The majority of the PDE models follow that of Wanner and Gujer [33], focusing on the effects of diffusing agents (such as nutrients) on growth perpendicular to a solid substratum, e.g. [7,27,29]. The basis of these models is not unlike that of the current one, in which growth creates, and death removes, material volume, causing local movement that is described by a velocity field.…”
mentioning
confidence: 99%
“…The attached biofilm acts as buffer to reduce the concentration of toxic chemicals during process operation and thereby benefits the treatment of lowbiodegradable industrial wastewater that contains recalcitrant compounds (Bishop 1997). Compared with sludgebased systems, SBBR is generally less energy intensive and more resistant to shock loads to which wastewater treatment systems are frequently subjected (Chaudhry and Beg 1998). Besides, SBBR is particularly useful where high hydraulic loading variations occur and where slowly growing microbes with special metabolic capacities can be protected from washout (Woolard 1997).…”
Section: Introductionmentioning
confidence: 84%