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    Formation of Breakup Ice Jams at Bridges

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author:
    Spyros Beltaos
    ,
    Lindon Miller
    ,
    Brian C. Burrell
    ,
    David Sullivan
    DOI: 10.1061/(ASCE)0733-9429(2006)132:11(1229)
    Publisher: American Society of Civil Engineers
    Abstract: Bridges can impede the passage of river ice during the breakup event and promote formation of ice jams, with adverse socioeconomic and ecological impacts. Design for ice passage at bridges has largely been empirical and qualitative so that avoidance of ice-jam instigation is often uncertain. It is thus important to develop rational design criteria, based on a thorough understanding of the factors governing the interaction between bridges and ice. This concern is quantified by utilizing recent advances on breakup initiation and comparing driving and resisting forces when the sheet ice cover is about to be set in motion. Retention of ice sheets by in-stream piers can lead to jamming via accumulation of ice rubble that may be arriving from upriver. The resulting methodology is applied to two case studies and yields results that are in full accord with local experience. Though the present findings pertain to the obstruction created by in-stream piers, similar reasoning can be applied to constrictions that may be caused by protruding bridge abutments.
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      Formation of Breakup Ice Jams at Bridges

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    contributor authorSpyros Beltaos
    contributor authorLindon Miller
    contributor authorBrian C. Burrell
    contributor authorDavid Sullivan
    date accessioned2017-05-08T20:45:20Z
    date available2017-05-08T20:45:20Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A11%281229%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26029
    description abstractBridges can impede the passage of river ice during the breakup event and promote formation of ice jams, with adverse socioeconomic and ecological impacts. Design for ice passage at bridges has largely been empirical and qualitative so that avoidance of ice-jam instigation is often uncertain. It is thus important to develop rational design criteria, based on a thorough understanding of the factors governing the interaction between bridges and ice. This concern is quantified by utilizing recent advances on breakup initiation and comparing driving and resisting forces when the sheet ice cover is about to be set in motion. Retention of ice sheets by in-stream piers can lead to jamming via accumulation of ice rubble that may be arriving from upriver. The resulting methodology is applied to two case studies and yields results that are in full accord with local experience. Though the present findings pertain to the obstruction created by in-stream piers, similar reasoning can be applied to constrictions that may be caused by protruding bridge abutments.
    publisherAmerican Society of Civil Engineers
    titleFormation of Breakup Ice Jams at Bridges
    typeJournal Paper
    journal volume132
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:11(1229)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 011
    contenttypeFulltext
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