| contributor author | J. C. Doering | |
| contributor author | L. E. Bekeris | |
| contributor author | M. P. Morris | |
| contributor author | K. E. Dow | |
| contributor author | W. C. Girling | |
| date accessioned | 2017-05-08T21:14:04Z | |
| date available | 2017-05-08T21:14:04Z | |
| date copyright | March 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290887-381x%282001%2915%3A1%2860%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43705 | |
| description abstract | A 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. | |
| publisher | American Society of Civil Engineers | |
| title | Laboratory Study of Anchor Ice Growth | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 1 | |
| journal title | Journal of Cold Regions Engineering | |
| identifier doi | 10.1061/(ASCE)0887-381X(2001)15:1(60) | |
| tree | Journal of Cold Regions Engineering:;2001:;Volume ( 015 ):;issue: 001 | |
| contenttype | Fulltext | |
