Fundamental study on the sediment transport in an open channel flow

Masato Sekine, Hideo Kikkawa

    Research output: Contribution to journalArticle

    Abstract

    Bed-material-load has been classified into bed-load and suspended-load. The mechanism of a bed-load transportation is mainly governed by the impingement of a moving particle on the bed particle. Suspended-load is influenced by a fluctuating velocity of water flow, and its motion is random and complicated. The motion of a bed-material-load is treated as a unique stochastic process and each transportation mechanism is made clear in detail. Both types of motion in an equilibrium state are analyzed by using the simulation technique, which is based on the dynamic equations of motion. The results of simulation are verified by the experimental results. As a result, the transportation mechanism of the sediment can be made clear, and the rate of sediment movement can be estimated accurately. In addition to this, the characteristics of these motions, which have been known only empirically, are explained reasonably.

    Original languageEnglish
    Pages (from-to)103-141
    Number of pages39
    JournalMemoirs of the School of Science and Engineering, Waseda University
    Issue number52
    Publication statusPublished - 1988

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    Open channel flow
    Sediment transport
    Sediments
    Flow of water
    Random processes
    Equations of motion

    ASJC Scopus subject areas

    • Engineering(all)

    Cite this

    Fundamental study on the sediment transport in an open channel flow. / Sekine, Masato; Kikkawa, Hideo.

    In: Memoirs of the School of Science and Engineering, Waseda University, No. 52, 1988, p. 103-141.

    Research output: Contribution to journalArticle

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