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    Free Jet Scour Below Dams and Flip Buckets

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author:
    Peter J. Mason
    ,
    Kanapathypilly Arumugam
    DOI: 10.1061/(ASCE)0733-9429(1985)111:2(220)
    Publisher: American Society of Civil Engineers
    Abstract: Formulas proposed to date for calculating ultimate scour depth under jets, such as issue from free dam overfalls and flip buckets, are examined. The accuracies of the formulas are evaluated by using each to process sets of scour data from prototypes and models of such prototypes. It is established that scour depth is as adequately calculable using only unit flow
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      Free Jet Scour Below Dams and Flip Buckets

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22446
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    contributor authorPeter J. Mason
    contributor authorKanapathypilly Arumugam
    date accessioned2017-05-08T20:39:11Z
    date available2017-05-08T20:39:11Z
    date copyrightFebruary 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A2%28220%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22446
    description abstractFormulas proposed to date for calculating ultimate scour depth under jets, such as issue from free dam overfalls and flip buckets, are examined. The accuracies of the formulas are evaluated by using each to process sets of scour data from prototypes and models of such prototypes. It is established that scour depth is as adequately calculable using only unit flow
    publisherAmerican Society of Civil Engineers
    titleFree Jet Scour Below Dams and Flip Buckets
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:2(220)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002
    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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