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contributor authorDan Healy
contributor authorF. E. Hicks
date accessioned2017-05-08T21:14:10Z
date available2017-05-08T21:14:10Z
date copyrightSeptember 2007
date issued2007
identifier other%28asce%290887-381x%282007%2921%3A3%2872%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43793
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.
publisherAmerican Society of Civil Engineers
titleExperimental Study of Ice Jam Thickening under Dynamic Flow Conditions
typeJournal Paper
journal volume21
journal issue3
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(2007)21:3(72)
treeJournal of Cold Regions Engineering:;2007:;Volume ( 021 ):;issue: 003
contenttypeFulltext


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