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ABSTRACT

The following sequence of curve calculation is proposed in the point of confluence of main river and tributaries during flood of 1% probability on the example of Tisza River. The method of calculation was used to determine flood zones during flood of 1% probability and assessment of effectiveness of the proposed active and passive flood protection structures in the Basin of Tisza River.

Key words: 1% probability flood, backwater curve, hydraulic calculation, confluence of flows.

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Author

Svitlana Velychko

Ph.D., assistant professor at Faculty of Engineering system and Ecology of Kyiv National University Construction and Architecture

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