Show simple item record

dc.contributor.authorDan Healy
dc.contributor.authorF. E. Hicks
dc.date.accessioned2017-05-08T21:14:10Z
dc.date.available2017-05-08T21:14:10Z
dc.date.copyrightSeptember 2007
dc.date.issued2007
dc.identifier.other%28asce%290887-381x%282007%2921%3A3%2872%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43793
dc.description.abstractRiver ice jams are a common occurrence on northern rivers, and their formation can present a severe flood risk to nearby communities. As more and more river regulation projects are developed to provide an alternative to fossil fuels for electrical power-generating capacity, our need to understand the mechanisms associated with ice jam formation under variable flow conditions becomes more vital. This is because, at present, hydropeaking operations are often severely curtailed during the ice-affected seasons due to concerns that sudden flow fluctuations might instigate ice jams and associated flooding. Here, an experimental investigation explores the effects of rapid increases in discharge on ice jam formation and evolution. It is found that the thickness of ice jams formed under highly dynamic flow conditions tend to be slightly thinner than those formed during steady carrier flows for comparable discharges. Also, despite the highly dynamic nature of these consolidation events, the resulting ice thicknesses appear reasonably well approximated by steady flow theory.
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Study of Ice Jam Thickening under Dynamic Flow Conditions
dc.typeJournal Paper
dc.journal.volume21
dc.journal.issue3
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)0887-381X(2007)21:3(72)
dc.treeJournal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 003
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record