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    Sediment Convection‐Diffusion and Bedform Length

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author:
    Muhammad I. Haque
    ,
    Khalid Mahmood
    DOI: 10.1061/(ASCE)0733-9429(1987)113:11(1381)
    Publisher: American Society of Civil Engineers
    Abstract: In connection with the mechanics of ripples and dunes, the governing equations of convection‐diffusion of suspended sediment in two‐dimensional flow fields over ripples or dunes are solved by the finite‐element method. The role of suspended sediment in determining the steady bedform length is theoretically investigated. The postulate that, in the case of steady bedforms, the diffusive flux vector at any point on the stoss must point into the interior of the flow region divides mathematically acceptable solutions into two categories: (1) Physically acceptable solutions; and (2) physically unacceptable solutions. The marginal solutions, which lie on the common boundary between the two classes in the solution space, are of special interest. They represent steady bedforms with minimum length under the prevailing flow conditions, and they are conjectured to correspond to the steady bedforms occurring in nature. Finally, the theory is compared with the physical observations made in flumes, canals, and rivers. The comparison shows a fair agreement.
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      Sediment Convection‐Diffusion and Bedform Length

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    contributor authorMuhammad I. Haque
    contributor authorKhalid Mahmood
    date accessioned2017-05-08T20:39:42Z
    date available2017-05-08T20:39:42Z
    date copyrightNovember 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A11%281381%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22711
    description abstractIn connection with the mechanics of ripples and dunes, the governing equations of convection‐diffusion of suspended sediment in two‐dimensional flow fields over ripples or dunes are solved by the finite‐element method. The role of suspended sediment in determining the steady bedform length is theoretically investigated. The postulate that, in the case of steady bedforms, the diffusive flux vector at any point on the stoss must point into the interior of the flow region divides mathematically acceptable solutions into two categories: (1) Physically acceptable solutions; and (2) physically unacceptable solutions. The marginal solutions, which lie on the common boundary between the two classes in the solution space, are of special interest. They represent steady bedforms with minimum length under the prevailing flow conditions, and they are conjectured to correspond to the steady bedforms occurring in nature. Finally, the theory is compared with the physical observations made in flumes, canals, and rivers. The comparison shows a fair agreement.
    publisherAmerican Society of Civil Engineers
    titleSediment Convection‐Diffusion and Bedform Length
    typeJournal Paper
    journal volume113
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:11(1381)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 011
    contenttypeFulltext
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