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Modelowanie matematyczne transportu lodu w rejonie projektowanego Stopnia Wodnego Siarzewo

Kolerski Tomasz, Wrzosek Krzysztof, Sobiesak Przemysław, Polak Krzysztof

Gospodarka Wodna

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2020

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Nr 10

31--37

PL

Przedstawiono wpływ planowanego stopnia Siarzewo na Wiśle na dynamikę lodu w obszarze powyżej i poniżej stopnia. Do tego celu zaimplementowano model matematyczny i przeprowadzono symulacje numeryczne dla różnych scenariuszy. Obliczenia służyły do wyznaczeniu trasy spływu lodu przez zbiornik i poniżej zbiornika oraz sił z jakimi lód będzie oddziaływał na brzegi i dno rzeki oraz projektowane na zbiorniku wyspy. Badaniami objęto odcinek Wisły pomiędzy istniejącym stopniem wodnym Włocławek (km 674,850) a km 715.

EN

The article presents the impact of the planned Siarzewo dam on the ice dynamics upstream and downstream of the barrage. Mathematical model was implemented to the study area and the results of numerical simulations for different scenarios were used to achieve the goal. The calculations were used to determine the ice flow through the reservoir and downstream of the dam. The forces caused by the dynamic ice impact on river banks, riverbed and the shore of islands planned on the reservoir were also calculated. The research covers the Vistula section between the Im 678,850 (the existing Włocławek dam) and km 715,000.

2

Modeling of ice phenomena in the mouth of the Vistula River

Kolerski T.

Acta Geophysica

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2014

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Vol. 62, no. 4

893--914

EN

The mouth of the Vistula River, which is a river outlet located in tideless area, is analyzed. The Vistula River mouth is a man-made, artificial channel which was built in the 19th century in order to prevent the formation of ice jams in the natural river delta. Since the artificial river outlet was constructed, no severe ice-related flood risk situations have ever occurred. However, periodic ice-related phenomena still have an impact on the river operation. In the paper, ice processes in the natural river delta are presented first to refer to the historical jams observed in the Vistula delta. Next, the calibrated mathematical model was applied to perform a series of simulations in the Vistula River mouth for winter storm condition to determine the effects of ice on the water level in the Vistula River and ice jam potential of the river outlet.

3

Numerical Modeling of Ice Jam Formation in the Wloclawek Reservoir

Kolerski T.

TASK Quarterly : scientific bulletin of Academic Computer Centre in Gdansk

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2011

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Vol. 15, No 3-4

283-295

EN

Ice jam formation in a run-of-the-river reservoir and the effects of ice jam on water levels and water velocity were simulated using a two-dimensional model for simulating river ice dynamics (DynaRICE). The record ice jam of January 1982 in the Wloclawek Reservoir is also examined here. The simulation showed that the ice jam in question was formed by surface ice produced in the Vistula River, upstream of the reservoir. The effect of thermal production of suspended frazil in the reservoir on ice jam was negligible. The simulated water level as well as the ice jam profile were in agreement with the observed data. The ice discharge upstream of the reservoir and the volume of ice in the Wloclawek Reservoir were calculated. The results showed that there was less ice in the reservoir than claimed in previous literature. Suspended frazil and the undercover transport mechanism were not taken into account in this study.