Research Article
Dec 1972
Stability of Floating Ice Blocks
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 98, Issue 12
Abstract
The critical conditions at which buoyant blocks on a flowing stream are swept under a downstream floating cover are investigated analytically and experimentally. The mathematical model of block stability is based on a one-dimensional hydrodynamic analysis of the flow passing beneath the upstream end of a floating cover, and the force and moment equilibrium of the block. It is argued that the condition of incipient submergence is reached when the block sinks and rotates until the stagnation water surface elevation equals that of the top upstream edge of the block. Experiments to verify the analysis were conducted in a 1-ft wide laboratory flume using right parallelpiped blocks with three different specific gravities and a range of length-thickness ratios. The moment coefficient which arises in the analysis was evaluated by means of the experimental data, which were found to be in good agreement with the analytical results.
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Published In
Journal of the Hydraulics Division
Volume 98 • Issue 12 • December 1972
Pages: 2117 - 2133
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Dec 1972
Published online: Feb 3, 2021
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Mehmet S. Uzuner, AM.ASCE
Grad. Research Asst., Inst. of Hydraulic Research, Univ. of Iowa, Iowa City, Iowa
John F. Kennedy, M.ASCE
Dir., Inst. of Hydraulic Research, Univ. of Iowa, Iowa City, Iowa
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.