Two-dimensional hydrodynamic flood modelling for populated valley areas of Russian rivers

Author:

Belikov V. V.,Krylenko I. N.,Alabyan A. M.,Sazonov A. A.,Glotko A. V.

Abstract

Abstract. Results of flood modelling for three cities located in different parts of Russia: (1) Veliky Ustyug at the Northern Dvina river (Europe); (2) Mezhdurechensk at the Tom river (Siberia); and (3) Blagoveschensk at the Amur river (Far East) are presented. The two-dimensional hydrodynamic model of flow in channels and on floodplain STREAM_2D on the basis of the numerical solution of two-dimensional Saint–Venant equations on a hybrid curvilinear quadrangular and rectangular mesh was used for the simulations. Verification of the model through a comparison of simulated inundated areas with outlines of flooded zones from satellite images for known hydrologic situations demonstrate close correspondence (relative errors of 7–12% in terms of the area for peaks of the analysed floods). Analyses of embankment influence of large-scale levees on the water flow demonstrate that, in some cases, water levels could rise by more than 1 m and the patterns of the flooding zones could significantly differ.

Publisher

Copernicus GmbH

Subject

General Medicine

Reference5 articles.

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2. Belikov, V. V. and Semenov, A. Yu.: Non-Sibsonian interpolation on arbitrary system of points in Euclidean space and adaptive isolines generation, Appl. Numer. Math., 32, 371–387, 2000.

3. Cunge, G. A., Holly, F. M., and Verway, A.: Practical Aspects of Computational River Hydraulics, Pitman Publishing LTD, London, 1980

4. Frolov, A. V.: Contribution of hydrometeorology in developing of water sector of the country, in: VII All Russian Hydrology congress proceedings, 1–5, 2013 (in Russian).

5. Zaitsev, A. A., Belikov, V. V., and Militeev, A. N.: Using computer modeling for regulation of sediment transport under hydraulic structures on a large river, Proc. Int. Symp., "Sediment Transfer through the Fluvial System", IAHS Publ. 386–394, 2004.

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