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    Turbulent Flows within Random Arrays of Rigid and Emergent Cylinders with Varying Distribution

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author:
    Ana M. Ricardo
    ,
    Mário J. Franca
    ,
    Rui M. L. Ferreira
    DOI: 10.1061/(ASCE)HY.1943-7900.0001151
    Publisher: American Society of Civil Engineers
    Abstract: The spatial distribution of emergent vegetation in rivers is frequently nonuniform. Here, spatial nonuniformity is simulated in the laboratory by varying longitudinally the stem areal number density (m). Time- and space-averaged flow variables, corresponding to different values and gradients of m and different stem Reynolds numbers, are calculated from instantaneous velocity maps obtained with particle image velocimetry (PIV). Results show that Reynolds stresses are completely determined by the local spatially averaged number of stems per unit area; they are not sensitive to local spatial gradients of m. These variables seem to adjust locally to the spatial variations of the stem distribution. Contrarily, the spatial distribution of the time-averaged flow is influenced not only by the local value of m but also by its spatial gradients. Form-induced stresses express this influence. They reveal a subsistence of flow complexity generated by the upstream stem distribution as a form of spatial memory. Thus, the effect of spatial gradients of m is always in the direction of increasing form-induced stresses although at different rates depending on the signal of the former.
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      Turbulent Flows within Random Arrays of Rigid and Emergent Cylinders with Varying Distribution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239127
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    contributor authorAna M. Ricardo
    contributor authorMário J. Franca
    contributor authorRui M. L. Ferreira
    date accessioned2017-12-16T09:08:37Z
    date available2017-12-16T09:08:37Z
    date issued2016
    identifier other%28ASCE%29HY.1943-7900.0001151.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239127
    description abstractThe spatial distribution of emergent vegetation in rivers is frequently nonuniform. Here, spatial nonuniformity is simulated in the laboratory by varying longitudinally the stem areal number density (m). Time- and space-averaged flow variables, corresponding to different values and gradients of m and different stem Reynolds numbers, are calculated from instantaneous velocity maps obtained with particle image velocimetry (PIV). Results show that Reynolds stresses are completely determined by the local spatially averaged number of stems per unit area; they are not sensitive to local spatial gradients of m. These variables seem to adjust locally to the spatial variations of the stem distribution. Contrarily, the spatial distribution of the time-averaged flow is influenced not only by the local value of m but also by its spatial gradients. Form-induced stresses express this influence. They reveal a subsistence of flow complexity generated by the upstream stem distribution as a form of spatial memory. Thus, the effect of spatial gradients of m is always in the direction of increasing form-induced stresses although at different rates depending on the signal of the former.
    publisherAmerican Society of Civil Engineers
    titleTurbulent Flows within Random Arrays of Rigid and Emergent Cylinders with Varying Distribution
    typeJournal Paper
    journal volume142
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001151
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian