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    Continuous Flow Residence Time Distribution Function Characterization

    Source: Journal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author:
    Charles N. Haas
    ,
    Josh Joffe
    ,
    Mark S. Heath
    ,
    Joseph Jacangelo
    DOI: 10.1061/(ASCE)0733-9372(1997)123:2(107)
    Publisher: American Society of Civil Engineers
    Abstract: Disinfection 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.
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      Continuous Flow Residence Time Distribution Function Characterization

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    http://yetl.yabesh.ir/yetl1/handle/yetl/47298
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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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