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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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