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    Dispersion Model for Mountain Streams

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author:
    Bruce Hunt
    DOI: 10.1061/(ASCE)0733-9429(1999)125:2(99)
    Publisher: American Society of Civil Engineers
    Abstract: Major differences have often been observed between experimental measurements and solutions of the one-dimensional dispersion equation for the spreading of tracers in rivers. This paper compares calculated values of peak concentration decay rates, variances, and concentration distributions for three different one-dimensional models with experimental results obtained by T. J. Day. The calculations show that the Fickian and dead-zone models have similar behaviors for peak decay rates and variances, but that these behaviors do not agree with Day's measurements. The third model, in which the dispersion coefficient increases linearly with distance downstream, gives results that agree closely with Day's measurements. It is suggested that the increase in the dispersion coefficient with distance downstream may be the result of a relatively large amount of dispersion from velocity shear near the leading and trailing edges of the tracer cloud.
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      Dispersion Model for Mountain Streams

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    contributor authorBruce Hunt
    date accessioned2017-05-08T20:43:25Z
    date available2017-05-08T20:43:25Z
    date copyrightFebruary 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A2%2899%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24788
    description abstractMajor differences have often been observed between experimental measurements and solutions of the one-dimensional dispersion equation for the spreading of tracers in rivers. This paper compares calculated values of peak concentration decay rates, variances, and concentration distributions for three different one-dimensional models with experimental results obtained by T. J. Day. The calculations show that the Fickian and dead-zone models have similar behaviors for peak decay rates and variances, but that these behaviors do not agree with Day's measurements. The third model, in which the dispersion coefficient increases linearly with distance downstream, gives results that agree closely with Day's measurements. It is suggested that the increase in the dispersion coefficient with distance downstream may be the result of a relatively large amount of dispersion from velocity shear near the leading and trailing edges of the tracer cloud.
    publisherAmerican Society of Civil Engineers
    titleDispersion Model for Mountain Streams
    typeJournal Paper
    journal volume125
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:2(99)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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