Forecast of water level and ice jam thickness using the back propagation neural network and support vector machine methods
Ice jams can sometimes occur in high latitude rivers during winter and the resulting water level rise may generate costly and dangerous flooding such as the recent ice jam flooding in the Nechako River in downtown Prince George in Canada. Thus, the forecast of water level and ice jam thickness is of...
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Veröffentlicht in: | International journal of environmental science and technology (Tehran) 2010, Vol.7 (2), p.215-224 |
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Sprache: | eng |
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Zusammenfassung: | Ice jams can sometimes occur in high latitude rivers during winter and
the resulting water level rise may generate costly and dangerous
flooding such as the recent ice jam flooding in the Nechako River in
downtown Prince George in Canada. Thus, the forecast of water level and
ice jam thickness is of great importance. This study compares three
methods to simulate and forecast water level and ice jam thickness
based on field observations of river ice jams in the Quyu Reach of the
Yellow River in China. More specifically, simulation results generated
by the traditional multivariant regressional method are compared to
those of the back propagation neural network and the support vector
machine methods. The forecast of ice jam thickness and water level
under ice jammed condition have been conducted in two different
approaches, 1) simulation of water level and ice jam thickness in the
second half of the period of measurement using models developed based
on data gained during the first half of the period of measurement, 2)
simulation of water level and ice jam thickness at the downstream cross
sections using models developed based on data gained at the upstream
cross sections. For this reason, as the results of simulation and field
observations indicated, the back propagation neural network method and
the support vector machine method are superior in terms of accuracy to
the multi-variant regressional method. |
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ISSN: | 1735-1472 1735-2630 |
DOI: | 10.1007/BF03326131 |