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    Local Scour on Noncohesive Beds by a Submerged Horizontal Circular Wall Jet

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author:
    Peng Zhao
    ,
    Guoliang Yu
    ,
    Minxi Zhang
    DOI: 10.1061/(ASCE)HY.1943-7900.0001623
    Publisher: American Society of Civil Engineers
    Abstract: Local scour on noncohesive beds caused by horizontal circular wall jets in submerged environments is investigated in this study. The effects of the ratios of sediment size-to-hydraulic radius, Ks=d50/Rh, on the jet scour are considered. A total of 420 datasets of previous observations are compiled and 12 laboratory experiments in the Ks range of 0.44–2.44 are conducted to investigate the effect of Ks on scour dimensions. A dimensional analysis shows that both the particle gravity and bed resistance to the flow play important roles in the scour. Analysis on the data shows that the maximum scour dimensions vary linearly with the densimetric Froude number F84 and nonmonotonically with a manner of a Gaussian function of Ks, respectively. Finally, the formulas to predict the maximum scour dimensions of a submerged horizontal circular wall jet are proposed, which are fairly well in line with existing laboratory and field data.
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      Local Scour on Noncohesive Beds by a Submerged Horizontal Circular Wall Jet

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    contributor authorPeng Zhao
    contributor authorGuoliang Yu
    contributor authorMinxi Zhang
    date accessioned2019-09-18T10:42:37Z
    date available2019-09-18T10:42:37Z
    date issued2019
    identifier other%28ASCE%29HY.1943-7900.0001623.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260561
    description abstractLocal scour on noncohesive beds caused by horizontal circular wall jets in submerged environments is investigated in this study. The effects of the ratios of sediment size-to-hydraulic radius, Ks=d50/Rh, on the jet scour are considered. A total of 420 datasets of previous observations are compiled and 12 laboratory experiments in the Ks range of 0.44–2.44 are conducted to investigate the effect of Ks on scour dimensions. A dimensional analysis shows that both the particle gravity and bed resistance to the flow play important roles in the scour. Analysis on the data shows that the maximum scour dimensions vary linearly with the densimetric Froude number F84 and nonmonotonically with a manner of a Gaussian function of Ks, respectively. Finally, the formulas to predict the maximum scour dimensions of a submerged horizontal circular wall jet are proposed, which are fairly well in line with existing laboratory and field data.
    publisherAmerican Society of Civil Engineers
    titleLocal Scour on Noncohesive Beds by a Submerged Horizontal Circular Wall Jet
    typeJournal Paper
    journal volume145
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001623
    page06019012
    treeJournal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 009
    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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