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    Modeling Ice Passage at Navigation Locks

    Source: Journal of Cold Regions Engineering:;2004:;Volume ( 018 ):;issue: 003
    Author:
    Andrew Tuthill
    ,
    Lianwu Liu
    ,
    Hung Tao Shen
    DOI: 10.1061/(ASCE)0887-381X(2004)18:3(89)
    Publisher: American Society of Civil Engineers
    Abstract: Physical and numerical models were used to assess ice passage at navigation locks, focusing on key factors such as the design of the lock filling and emptying system and the intakes to the lock filling culverts. Unconventional ice passage techniques such as manifolds in the miter gates were also evaluated. Physical model results were compared to field observations and to a parallel series of tests using the DynaRICE ice-hydraulic numerical model. The study focused on three general ice processes at locks: (1) ice accumulating near culvert intakes during lock filling; (2) drawing ice into the lock chamber; and (3) flushing ice out of the lock. Ice accumulation thickness in the upper lock approach was found to be the most important parameter affecting ice passage into the lock chamber. Physical and numerical model results compared reasonably well, proving DynaRICE to be a useful tool for assessing ice passage for new lock designs.
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      Modeling Ice Passage at Navigation Locks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43758
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    contributor authorAndrew Tuthill
    contributor authorLianwu Liu
    contributor authorHung Tao Shen
    date accessioned2017-05-08T21:14:08Z
    date available2017-05-08T21:14:08Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%290887-381x%282004%2918%3A3%2889%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43758
    description abstractPhysical and numerical models were used to assess ice passage at navigation locks, focusing on key factors such as the design of the lock filling and emptying system and the intakes to the lock filling culverts. Unconventional ice passage techniques such as manifolds in the miter gates were also evaluated. Physical model results were compared to field observations and to a parallel series of tests using the DynaRICE ice-hydraulic numerical model. The study focused on three general ice processes at locks: (1) ice accumulating near culvert intakes during lock filling; (2) drawing ice into the lock chamber; and (3) flushing ice out of the lock. Ice accumulation thickness in the upper lock approach was found to be the most important parameter affecting ice passage into the lock chamber. Physical and numerical model results compared reasonably well, proving DynaRICE to be a useful tool for assessing ice passage for new lock designs.
    publisherAmerican Society of Civil Engineers
    titleModeling Ice Passage at Navigation Locks
    typeJournal Paper
    journal volume18
    journal issue3
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(2004)18:3(89)
    treeJournal of Cold Regions Engineering:;2004:;Volume ( 018 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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