Fracture of River Ice Covers by River Waves
- 1 March 1995
- journal article
- research article
- Published by American Society of Civil Engineers (ASCE) in Journal of Cold Regions Engineering
- Vol. 9 (1), 41-52
- https://doi.org/10.1061/(asce)0887-381x(1995)9:1(41)
Abstract
The stresses induced in ice covers by river waves are investigated as a possible mechanism for causing transverse cracks during breakup. The maximum stress levels that river waves can cause in the ice cover are determined over the entire spectrum of waves that may be present at breakup. The ice cover is analyzed as a continuous elastic plate. For a given wave amplitude, the amplitude of ice-cover bending stress has two possible maximums: one when the wavelength is equal to 2πl (where l is the characteristic length of the ice cover), and a second when the celerity of the propagating wave equals the celerity of a free (homogeneous) wave of the same wavelength. The present calculations indicate that the celerities of propagating waves are always less than the celerity of free waves of the same wavelength, and, as a result, only the first maximum is possible. The global minimum wave amplitude required to cause cracks is therefore found at a wavelength of 2πl. At this wavelength, a simple expression describing the minimum wave amplitude causing cracks can be derived.Keywords
This publication has 8 references indexed in Scilit:
- Discussion of “ Wave Propagation in Ice‐Covered Channels ” by Steven F. Daly (August, 1993, Vol. 119, No. 8)Journal of Hydraulic Engineering, 1994
- Wave Propagation in Ice‐Covered ChannelsJournal of Hydraulic Engineering, 1993
- Distribution parameters for flexural strength of iceCold Regions Science and Technology, 1991
- Fracture and breakup of river ice coverCanadian Journal of Civil Engineering, 1990
- Framework for control of dynamic ice breakup by river regulationRegulated Rivers: Research & Management, 1989
- Ice jam characteristics, Liard–Mackenzie rivers confluenceCanadian Journal of Civil Engineering, 1986
- A conceptual model of river ice breakupCanadian Journal of Civil Engineering, 1984
- Field studies on the response of floating ice sheets to moving loadsCanadian Journal of Civil Engineering, 1981