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    Analytical Study on Steepness of Ripples and Dunes

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author:
    Muhammad I. Haque
    ,
    Khalid Mahmood
    DOI: 10.1061/(ASCE)0733-9429(1986)112:3(220)
    Publisher: American Society of Civil Engineers
    Abstract: The mechanics of the limiting‐equilibrium profiles of ripples and dunes are presented. The analysis is based on low sediment transport rates, in which the sediment essentially moves as bedload. The sediment transport rate is taken as proportional to some power,
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      Analytical Study on Steepness of Ripples and Dunes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/22627
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    contributor authorMuhammad I. Haque
    contributor authorKhalid Mahmood
    date accessioned2017-05-08T20:39:32Z
    date available2017-05-08T20:39:32Z
    date copyrightMarch 1986
    date issued1986
    identifier other%28asce%290733-9429%281986%29112%3A3%28220%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22627
    description abstractThe mechanics of the limiting‐equilibrium profiles of ripples and dunes are presented. The analysis is based on low sediment transport rates, in which the sediment essentially moves as bedload. The sediment transport rate is taken as proportional to some power,
    publisherAmerican Society of Civil Engineers
    titleAnalytical Study on Steepness of Ripples and Dunes
    typeJournal Paper
    journal volume112
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1986)112:3(220)
    treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 003
    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
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