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contributor authorCharles N. Haas
contributor authorJosh Joffe
contributor authorMark S. Heath
contributor authorJoseph Jacangelo
date accessioned2017-05-08T21:19:55Z
date available2017-05-08T21:19:55Z
date copyrightFebruary 1997
date issued1997
identifier other%28asce%290733-9372%281997%29123%3A2%28107%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/47298
description abstractDisinfection contactors are frequently characterized using tracer studies to determine macromixing patterns. For some applications, such as compliance with the surface water treatment rule, this information can be interpreted directly without much analysis. However, when tracer studies are performed to characterize residence time distributions for design purposes, this information is frequently analyzed using a method of moments approach. This paper shows that the method of moments approach, when compared to a nonlinear regression approach, produces a biased estimate of mean residence time and dimensionless variance, and one with a greater mean square error. The amount of bias in moments estimators is significant in a numerical sense, and leads to qualitatively poor estimation of the resulting residence time distribution. Examples are given of characterization of a pilot-scale chlorine contactor and a pilot-scale ozone contactor.
publisherAmerican Society of Civil Engineers
titleContinuous Flow Residence Time Distribution Function Characterization
typeJournal Paper
journal volume123
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1997)123:2(107)
treeJournal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 002
contenttypeFulltext


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