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    Effect of Bed and Side Roughness on Dispersion in Open Channels

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author:
    M. K. Magazine
    ,
    S. K. Pathak
    ,
    P. K. Pande
    DOI: 10.1061/(ASCE)0733-9429(1988)114:7(766)
    Publisher: American Society of Civil Engineers
    Abstract: Dispersion in open‐channel flow is significantly affected by boundary roughness. The analysis of data generated in the present experimental program shows that the dimensionless dispersion coefficient is a function of two interacting mechanisms, namely, resistance and blockage effect due to roughness elements. The dispersion characteristics of channels with rough beds are found to be analogous to those of channels with rough sides. The proposed parameter
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      Effect of Bed and Side Roughness on Dispersion in Open Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23016
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    contributor authorM. K. Magazine
    contributor authorS. K. Pathak
    contributor authorP. K. Pande
    date accessioned2017-05-08T20:40:16Z
    date available2017-05-08T20:40:16Z
    date copyrightJuly 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A7%28766%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23016
    description abstractDispersion in open‐channel flow is significantly affected by boundary roughness. The analysis of data generated in the present experimental program shows that the dimensionless dispersion coefficient is a function of two interacting mechanisms, namely, resistance and blockage effect due to roughness elements. The dispersion characteristics of channels with rough beds are found to be analogous to those of channels with rough sides. The proposed parameter
    publisherAmerican Society of Civil Engineers
    titleEffect of Bed and Side Roughness on Dispersion in Open Channels
    typeJournal Paper
    journal volume114
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:7(766)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 007
    contenttypeFulltext
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