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    Longitudinal Dispersion in Unsteady Pipe Flows

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 009::page 04021033-1
    Author:
    James Hart
    ,
    Fred Sonnenwald
    ,
    Virginia Stovin
    ,
    Ian Guymer
    DOI: 10.1061/(ASCE)HY.1943-7900.0001918
    Publisher: ASCE
    Abstract: Temporal concentration profiles resulting from an injected pulse of fluorescent tracer were recorded at multiple locations along a pipe during controlled unsteady flow conditions. A linear temporal change in discharge over durations of 5, 10, or 60 s for both accelerating and decelerating flow conditions was studied. Tests were performed for flows that changed within the turbulent range, between Reynolds numbers of 6,500 and 47,000, and for laminar to turbulent flows, between Reynolds numbers of 2,700 and 47,000. Analysis of the data shows the limitations of employing steady-state routing of temporal concentration profiles in unsteady flow. Employing a flow weighted time routing approach, using tracer mean velocity and dispersion coefficients, provides accurate predictions of mixing in unsteady flow. For decelerating flows, longitudinal dispersion coefficients were lower than for the equivalent mean steady discharge. Previously unreported disaggregation of the tracer cloud was observed during all experiments accelerating from laminar to turbulent conditions.
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      Longitudinal Dispersion in Unsteady Pipe Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272366
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    contributor authorJames Hart
    contributor authorFred Sonnenwald
    contributor authorVirginia Stovin
    contributor authorIan Guymer
    date accessioned2022-02-01T21:57:36Z
    date available2022-02-01T21:57:36Z
    date issued9/1/2021
    identifier other%28ASCE%29HY.1943-7900.0001918.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272366
    description abstractTemporal concentration profiles resulting from an injected pulse of fluorescent tracer were recorded at multiple locations along a pipe during controlled unsteady flow conditions. A linear temporal change in discharge over durations of 5, 10, or 60 s for both accelerating and decelerating flow conditions was studied. Tests were performed for flows that changed within the turbulent range, between Reynolds numbers of 6,500 and 47,000, and for laminar to turbulent flows, between Reynolds numbers of 2,700 and 47,000. Analysis of the data shows the limitations of employing steady-state routing of temporal concentration profiles in unsteady flow. Employing a flow weighted time routing approach, using tracer mean velocity and dispersion coefficients, provides accurate predictions of mixing in unsteady flow. For decelerating flows, longitudinal dispersion coefficients were lower than for the equivalent mean steady discharge. Previously unreported disaggregation of the tracer cloud was observed during all experiments accelerating from laminar to turbulent conditions.
    publisherASCE
    titleLongitudinal Dispersion in Unsteady Pipe Flows
    typeJournal Paper
    journal volume147
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001918
    journal fristpage04021033-1
    journal lastpage04021033-12
    page12
    treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 009
    contenttypeFulltext
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