Articles | Volume 370
https://doi.org/10.5194/piahs-370-69-2015
https://doi.org/10.5194/piahs-370-69-2015
11 Jun 2015
 | 11 Jun 2015

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

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

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Two-dimensional hydrodynamic modelling of channel processes and floods characteristics at the confluence of the Amur and Zeya rivers
Eugeniya Fingert, Inna Krylenko, Vitaly Belikov, Pavel Golovlyov, Aleksandr Zavadskii, and Mikhail Samokhin
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Numerical modeling and forecast of channel changes on the river Lena near city Yakutsk
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Cited articles

Belikov, V. V. and Semenov, A. Yu.: Godunov's type methods for a numerical solution of the two-dimensional shallow water equations, Proc. 17th Session of Sci. and Methodol, Seminar on Ship Hydrodynamics, Bulgaria, Varna, 2, 56/1–56/6, 1988.
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.
Cunge, G. A., Holly, F. M., and Verway, A.: Practical Aspects of Computational River Hydraulics, Pitman Publishing LTD, London, 1980
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).
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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Short summary
Results of flood modelling for three cities located in different parts of Russia: Veliky Ustyug (the Northern Dvina river); Mezhdurechensk (the Tom river) and Blagoveschensk (the Amur river) are presented. The two-dimensional hydrodynamic model STREAM_2D was used. Additional verification of the model through comparison of simulated and received from satellite images flooding zones was carried out. Analyses of embankment influence on the water flow were performed.