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dc.contributor.authorDan Healy
dc.contributor.authorF. E. Hicks
dc.date.accessioned2017-05-08T21:14:09Z
dc.date.available2017-05-08T21:14:09Z
dc.date.copyrightDecember 2006
dc.date.issued2006
dc.identifier.other%28asce%290887-381x%282006%2920%3A4%28117%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43783
dc.description.abstractIce jams pose a significant threat to human safety and property and represent one of the most dynamic of river ice processes. A key limitation in the advancement of knowledge of ice jam formation is the lack of quantitative data describing these dynamics, which is essential also for validation of advanced computational models. In this study, an experimental investigation of ice jam formation under steady carrier discharge was undertaken. Thus, unsteady effects were entirely due to the ice jam formation process itself. Quantitative data describing the variation in discharge, ice jam thickness, water level variation, and ice cover progression provides unprecedented data describing the dynamics of ice jam formation. While the processes of ice jam formation are indeed dynamic, the results of this investigation suggest that the analysis of ice jams formed under steady carrier flow conditions may be adequately handled by the usual steady flow ice jam stability relationships. The applicability of the popularly applied wide jam theory approach to modeling ice jams is further supported by this investigation.
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Study of Ice Jam Formation Dynamics
dc.typeJournal Paper
dc.journal.volume20
dc.journal.issue4
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)0887-381X(2006)20:4(117)
dc.treeJournal of Cold Regions Engineering:;2006:;Volume ( 020 ):;issue: 004
dc.contenttypeFulltext


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