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contributor authorMark A. Hopkins
contributor authorAndrew M. Tuthill
date accessioned2017-05-08T21:14:06Z
date available2017-05-08T21:14:06Z
date copyrightSeptember 2002
date issued2002
identifier other%28asce%290887-381x%282002%2916%3A3%28138%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43733
description abstractA three-dimensional discrete element model (DEM) was developed to simulate ice boom operation in a rectangular channel. The model simulates the motion of each individual ice floe, the interaction between adjacent floes, the interaction of the floes with the walls and boom, and the water drag applied to the floes on the underside of the ice accumulation. The DEM simulations were compared with a parallel set of physical model tests using natural ice. The DEM successfully reproduced the observed magnitude and distribution of the forces on the boom and the channel sides as the boom retained a surge of drifting ice. Variations in channel side roughness produced similar changes in the division of forces between the boom and sidewalls in the simulations and model tests. Finally, the load distribution between the boom and the channel sides and the effect of channel side roughness in the context of granular ice-jam theory were analyzed.
publisherAmerican Society of Civil Engineers
titleIce Boom Simulations and Experiments
typeJournal Paper
journal volume16
journal issue3
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(2002)16:3(138)
treeJournal of Cold Regions Engineering:;2002:;Volume ( 016 ):;issue: 003
contenttypeFulltext


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