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    Formation and Effects of Alternate Bars

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author:
    Martin N. R. Jaeggi
    DOI: 10.1061/(ASCE)0733-9429(1984)110:2(142)
    Publisher: American Society of Civil Engineers
    Abstract: Major river regulation works have often resulted in alternate bar formation. Experimental work is described which provides more information on this phenomenon. Alternate bar formation is closely associated with meandering, inferring that alternate bar formation is caused by flow induced periodic disturbances of the horizontal velocity profile. Based on these considerations a criterion has been developed which defines the upper limit of alternate bar formation, and this has been satisfactorily compared to other formation criteria and experimental data. The lower limit is given by the initiation of bedload transport. A simple relation between slope, channel width and grain size is then deduced to indicate whether for a given channel, alternate bars can develop for any discharge. This relation takes into account armoring effects. Another equation is proposed to predict the scour depth resulting from alternate bar formation. Such scour often induces costly river maintainance works. Finally, some interesting results on flow resistance have been found, leading to a tentative equation for the intermediate roughness range.
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      Formation and Effects of Alternate Bars

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22267
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    contributor authorMartin N. R. Jaeggi
    date accessioned2017-05-08T20:38:50Z
    date available2017-05-08T20:38:50Z
    date copyrightFebruary 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A2%28142%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22267
    description abstractMajor river regulation works have often resulted in alternate bar formation. Experimental work is described which provides more information on this phenomenon. Alternate bar formation is closely associated with meandering, inferring that alternate bar formation is caused by flow induced periodic disturbances of the horizontal velocity profile. Based on these considerations a criterion has been developed which defines the upper limit of alternate bar formation, and this has been satisfactorily compared to other formation criteria and experimental data. The lower limit is given by the initiation of bedload transport. A simple relation between slope, channel width and grain size is then deduced to indicate whether for a given channel, alternate bars can develop for any discharge. This relation takes into account armoring effects. Another equation is proposed to predict the scour depth resulting from alternate bar formation. Such scour often induces costly river maintainance works. Finally, some interesting results on flow resistance have been found, leading to a tentative equation for the intermediate roughness range.
    publisherAmerican Society of Civil Engineers
    titleFormation and Effects of Alternate Bars
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:2(142)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    contenttypeFulltext
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