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    Ice Boom Simulations and Experiments

    Source: Journal of Cold Regions Engineering:;2002:;Volume ( 016 ):;issue: 003
    Author:
    Mark A. Hopkins
    ,
    Andrew M. Tuthill
    DOI: 10.1061/(ASCE)0887-381X(2002)16:3(138)
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional discrete element model (DEM) was developed to simulate ice boom operation in a rectangular channel. The model simulates the motion of each individual ice floe, the interaction between adjacent floes, the interaction of the floes with the walls and boom, and the water drag applied to the floes on the underside of the ice accumulation. The DEM simulations were compared with a parallel set of physical model tests using natural ice. The DEM successfully reproduced the observed magnitude and distribution of the forces on the boom and the channel sides as the boom retained a surge of drifting ice. Variations in channel side roughness produced similar changes in the division of forces between the boom and sidewalls in the simulations and model tests. Finally, the load distribution between the boom and the channel sides and the effect of channel side roughness in the context of granular ice-jam theory were analyzed.
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      Ice Boom Simulations and Experiments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43733
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    contributor authorMark A. Hopkins
    contributor authorAndrew M. Tuthill
    date accessioned2017-05-08T21:14:06Z
    date available2017-05-08T21:14:06Z
    date copyrightSeptember 2002
    date issued2002
    identifier other%28asce%290887-381x%282002%2916%3A3%28138%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43733
    description abstractA three-dimensional discrete element model (DEM) was developed to simulate ice boom operation in a rectangular channel. The model simulates the motion of each individual ice floe, the interaction between adjacent floes, the interaction of the floes with the walls and boom, and the water drag applied to the floes on the underside of the ice accumulation. The DEM simulations were compared with a parallel set of physical model tests using natural ice. The DEM successfully reproduced the observed magnitude and distribution of the forces on the boom and the channel sides as the boom retained a surge of drifting ice. Variations in channel side roughness produced similar changes in the division of forces between the boom and sidewalls in the simulations and model tests. Finally, the load distribution between the boom and the channel sides and the effect of channel side roughness in the context of granular ice-jam theory were analyzed.
    publisherAmerican Society of Civil Engineers
    titleIce Boom Simulations and Experiments
    typeJournal Paper
    journal volume16
    journal issue3
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(2002)16:3(138)
    treeJournal of Cold Regions Engineering:;2002:;Volume ( 016 ):;issue: 003
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
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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
    yabeshDSpacePersian