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Use constraints
Using this graphic and referring to it is encouraged, and please use it in presentations, web pages, newspapers, blogs and reports. For any form of publication, please include the link to this page and give the cartographer/designer credit (in this case Hugo Ahlenius, UNEP/GRID-Arendal)
Source(s)
Based on Prowse, T.D., Bonsal, B.R., Lacroix, M.P. and Beltaos, S. (2002a). Trends in river-ice breakup and related temperature controls. In: Squire, V.A. and Langhorne, P.J. eds. Proceedings of the 16th IAHR International Symposium on Ice. Dunedin, University of Otago
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Uploaded on Tuesday 21 Feb 2012
by GRID-Arendal
Example of enhanced water levels produced from river ice, Liard River, Canada
Year:
2007
Author:
Hugo Ahlenius, UNEP/GRID-Arendal
Description:
The lower curve shows the correspondence between river flow and water levels under open-water conditions. The much greater maximum water levels possible under ice-jam conditions are illustrated by the upper curve. The transition in break-up severity from dynamic to thermal break-up effects (see text) is depicted by the gradually shaded area between the two curves. Dots are observed annual maximum water levels during the spring break up. The 1990 dashed line shows the maximum recorded flow for the Liard River – but note that the water level corresponding to this peak flow is lower than for many break-up events with much lower flows. Effects of climate on snowmelt runoff and ice characteristics will lead to regional changes in break-up severity and associated frequency and magnitude of ice-induced flooding.
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