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contributor authorMakram T. Suidan
date accessioned2017-05-08T20:57:33Z
date available2017-05-08T20:57:33Z
date copyrightFebruary 1986
date issued1986
identifier other%28asce%290733-9372%281986%29112%3A1%2878%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33309
description abstractA deep biofilm is one in which the concentration of substrate approaches zero at the attachment surface. Such a film results in the maximum rate of substrate utilization that may be supported by a given bulk substrate concentration. The mathematical relationship between a bulk substrate concentration and the corresponding maximum substrate utilization rate was used in developing design nomograms for completely mixed, and plug‐flow biofilm reactors. These nomograms may be used to determine the best possible performance that may be expected from various biofilm reactors such as anaerobic filters, aerobic, anaerobic and anoxic fluidized‐ and expanded‐bed reactors, and trickling filters. The role of particle size in the performance of a fluidized‐bed reactor is also analyzed.
publisherAmerican Society of Civil Engineers
titlePerformance of Deep Biofilm Reactors
typeJournal Paper
journal volume112
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1986)112:1(78)
treeJournal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 001
contenttypeFulltext


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