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    Modeling Low‐Flow Mixing through Pools and Riffles

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author:
    Il Won Seo
    ,
    W. Hall C. Maxwell
    DOI: 10.1061/(ASCE)0733-9429(1992)118:10(1406)
    Publisher: American Society of Civil Engineers
    Abstract: The complex nature of low‐flow mixing in natural channels has been investigated using both laboratory experiments and the numerical solution of a proposed mathematical model that is based on a set of mass balance equations describing the mixing and mass exchange mechanisms. Laboratory experiments, which involved collection of channel geometry, hydraulic, and dye dispersion test data, were conducted in a model of four pool‐and‐riffle sequences in a 49‐m (161‐ft) long tilting flume. The experimental results show that flow over the model pool‐riffle sequences is highly nonuniform. Concentration‐time curves are significantly skewed with long tails. Comparison between measured and predicted concentration‐time curves shows good agreement in the general shape, peak concentration, and time to peak. The proposed model shows significant improvement over the conventional one‐dimensional dispersion model in predicting natural mixing process in open channels under low‐flow conditions through pools and riffles.
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      Modeling Low‐Flow Mixing through Pools and Riffles

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    contributor authorIl Won Seo
    contributor authorW. Hall C. Maxwell
    date accessioned2017-05-08T20:41:19Z
    date available2017-05-08T20:41:19Z
    date copyrightOctober 1992
    date issued1992
    identifier other%28asce%290733-9429%281992%29118%3A10%281406%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23564
    description abstractThe complex nature of low‐flow mixing in natural channels has been investigated using both laboratory experiments and the numerical solution of a proposed mathematical model that is based on a set of mass balance equations describing the mixing and mass exchange mechanisms. Laboratory experiments, which involved collection of channel geometry, hydraulic, and dye dispersion test data, were conducted in a model of four pool‐and‐riffle sequences in a 49‐m (161‐ft) long tilting flume. The experimental results show that flow over the model pool‐riffle sequences is highly nonuniform. Concentration‐time curves are significantly skewed with long tails. Comparison between measured and predicted concentration‐time curves shows good agreement in the general shape, peak concentration, and time to peak. The proposed model shows significant improvement over the conventional one‐dimensional dispersion model in predicting natural mixing process in open channels under low‐flow conditions through pools and riffles.
    publisherAmerican Society of Civil Engineers
    titleModeling Low‐Flow Mixing through Pools and Riffles
    typeJournal Paper
    journal volume118
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1992)118:10(1406)
    treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    contenttypeFulltext
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