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dc.contributor.authorJ. C. Doering
dc.contributor.authorL. E. Bekeris
dc.contributor.authorM. P. Morris
dc.contributor.authorK. E. Dow
dc.contributor.authorW. C. Girling
dc.date.accessioned2017-05-08T21:14:04Z
dc.date.available2017-05-08T21:14:04Z
dc.date.copyrightMarch 2001
dc.date.issued2001
dc.identifier.other%28asce%290887-381x%282001%2915%3A1%2860%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43705
dc.description.abstractA counterrotating flume housed in a cold room was used to study anchor ice growth. The rate of anchor ice growth was monitored and quantified over time using a digital image processing system. The laboratory experiments were conducted over Froude numbers ranging from 0.18 to 0.76 using air temperatures of −15 and −20°C. The data suggest that the rate of anchor ice growth and the density of the resulting anchor ice have a dependence on the Froude number. The rate of anchor ice growth is observed to be a maximum at a Froude number of approximately 0.27. The qualitatively observed density of the anchor ice increases with increasing Froude number. The release of anchor ice is related to the Reynolds number; anchor ice was released for Reynolds number less than approximately 42,000, but remains attached for larger Reynolds numbers.
dc.publisherAmerican Society of Civil Engineers
dc.titleLaboratory Study of Anchor Ice Growth
dc.typeJournal Paper
dc.journal.volume15
dc.journal.issue1
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)0887-381X(2001)15:1(60)
dc.treeJournal of Cold Regions Engineering:;2001:;Volume ( 015 ):;issue: 001
dc.contenttypeFulltext


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