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dc.contributor.authorAndrew Tuthill
dc.contributor.authorLianwu Liu
dc.contributor.authorHung Tao Shen
dc.date.accessioned2017-05-08T21:14:08Z
dc.date.available2017-05-08T21:14:08Z
dc.date.copyrightSeptember 2004
dc.date.issued2004
dc.identifier.other%28asce%290887-381x%282004%2918%3A3%2889%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43758
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleModeling Ice Passage at Navigation Locks
dc.typeJournal Paper
dc.journal.volume18
dc.journal.issue3
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)0887-381X(2004)18:3(89)
dc.treeJournal of Cold Regions Engineering:;2004:;Volume ( 018 ):;issue: 003
dc.contenttypeFulltext


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