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contributor authorLyndon L. Gyürék
contributor authorGordon R. Finch
date accessioned2017-05-08T21:24:45Z
date available2017-05-08T21:24:45Z
date copyrightSeptember 1998
date issued1998
identifier other%28asce%290733-9372%281998%29124%3A9%28783%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50464
description abstractVarious empirical and probabilistic kinetic inactivation models that can be used to assist in the design and analysis of potable water disinfection systems were reviewed. Models were derived for both disinfectant demand-free and demand conditions. Ozone was used to inactivate heterotrophic plate count bacteria that were grown in natural water under low nutrient conditions and enumerated using R2A agar at 20°C for 7 days. Experiments were conducted at 22°C in 0.05 M (pH 6.9) phosphate buffer in bench-scale, batch 250 mL reactors. This disinfection data set, characterized by tailing-off behavior, was used to assess Chick–Watson, Hom-type, Rational, Hom–Power law, and Selleck model fit to the observed logarithmic survival ratios. It was found that the Chick–Watson model did not adequately represent the ozone disinfection kinetics. A Hom-type model incorporating a first-order disappearance term for ozone residual was found to best describe the observed inactivation of heterotrophic plate count bacteria. Named the incomplete gamma Hom model, it was found to be a robust kinetic model. The proposed incomplete gamma Hom model can be used to generate simple design charts for a wide range of disinfectant types, organisms, and conditions, as an aid to the design of water disinfection systems.
publisherAmerican Society of Civil Engineers
titleModeling Water Treatment Chemical Disinfection Kinetics
typeJournal Paper
journal volume124
journal issue9
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1998)124:9(783)
treeJournal of Environmental Engineering:;1998:;Volume ( 124 ):;issue: 009
contenttypeFulltext


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