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    The Principle and Application of Sediment Effective Power

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author:
    Shang‐yi Wang
    DOI: 10.1061/(ASCE)0733-9429(1984)110:2(97)
    Publisher: American Society of Civil Engineers
    Abstract: The concept of potential velocity is introduced in this paper to explain the principle of sediment effective power. The writer suggests a method to formulate this principle. On this basis, a new classification of moving sediment in an open channel is suggested and a description of the applications to river sedimentation is presented. The variation of von Karman constant in sediment‐laden flow, the distinction between wash load and bed‐material load, as well as the adequacy of sediment transportation formulas are reviewed.
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      The Principle and Application of Sediment Effective Power

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22276
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    contributor authorShang‐yi Wang
    date accessioned2017-05-08T20:38:51Z
    date available2017-05-08T20:38:51Z
    date copyrightFebruary 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A2%2897%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22276
    description abstractThe concept of potential velocity is introduced in this paper to explain the principle of sediment effective power. The writer suggests a method to formulate this principle. On this basis, a new classification of moving sediment in an open channel is suggested and a description of the applications to river sedimentation is presented. The variation of von Karman constant in sediment‐laden flow, the distinction between wash load and bed‐material load, as well as the adequacy of sediment transportation formulas are reviewed.
    publisherAmerican Society of Civil Engineers
    titleThe Principle and Application of Sediment Effective Power
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:2(97)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    contenttypeFulltext
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