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contributor authorF. L. Hellweger
contributor authorV. Bucci
contributor authorM. R. Litman
contributor authorA. Z. Gu
contributor authorA. Onnis-Hayden
date accessioned2017-05-08T22:03:05Z
date available2017-05-08T22:03:05Z
date copyrightMay 2009
date issued2009
identifier other%28asce%290733-9372%282009%29135%3A5%28372%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69886
description abstractThe decay of fecal bacteria in surface water often follows a biphasic pattern with the apparent first-order rate constant relatively high during a first phase and lower in a second one. This could be the result of population heterogeneity in resistance due to various mechanisms (different strains, genetically or nongenetically differentiated cells, different growth or cell cycle stage, clumping, hardening), or the specific decay rate could be directly or indirectly affected by the cell density (e.g., quorum sensing). All these mechanisms can theoretically produce a biphasic decay pattern and are consistent with the literature. However, they are fundamentally different and lead to different behavior of mechanistic total maximum daily load models, so identifying the correct mechanism is important. This technical note presents the results of a study aimed at determining if a density effect is involved. Laboratory decay experiments with pure strain
publisherAmerican Society of Civil Engineers
titleBiphasic Decay Kinetics of Fecal Bacteria in Surface Water Not a Density Effect
typeJournal Paper
journal volume135
journal issue5
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2009)135:5(372)
treeJournal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 005
contenttypeFulltext


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