Articles | Volume 381
https://doi.org/10.5194/piahs-381-73-2019
© Author(s) 2019. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/piahs-381-73-2019
© Author(s) 2019. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Two-dimensional hydrodynamic modelling of channel processes and floods characteristics at the confluence of the Amur and Zeya rivers
Eugeniya Fingert
CORRESPONDING AUTHOR
Faculty of Geography, Lomonosov Moscow State University, Moscow, 119991, Russia
Water Problems Institute, Russian Academy of Sciences, Moscow, 119333,
Russia
Inna Krylenko
Faculty of Geography, Lomonosov Moscow State University, Moscow, 119991, Russia
Water Problems Institute, Russian Academy of Sciences, Moscow, 119333,
Russia
Vitaly Belikov
Water Problems Institute, Russian Academy of Sciences, Moscow, 119333,
Russia
Pavel Golovlyov
Faculty of Geography, Lomonosov Moscow State University, Moscow, 119991, Russia
Aleksandr Zavadskii
Faculty of Geography, Lomonosov Moscow State University, Moscow, 119991, Russia
Mikhail Samokhin
Faculty of Geography, Lomonosov Moscow State University, Moscow, 119991, Russia
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Cited articles
Aleksyuk, A. I. and Belikov, V. V.: Simulation of shallow water flow with areas and
bottom discontinuities, Comp. Math. Math. Phys., 57, 318–339, https://doi.org/10.1134/s0965542517020026,
2017.
Belikov, V. V. and Kochetkov, V. V.: Software Complex STREAM_2D to
Calculate Streams, Bottom Deformation, and Pollutants Transfer in Open
Flows, Software State Registration Certificate no. 612181, Russian Agency
for Intellectual Property, 2014.
Belikov, V. V. and Semenov, A. Yu.: Non-Sibsonian interpolation of arbitrary
system of points in Euclidean space and adaptive isolines generation, Appl.
Numer. Math., 32, 371–387, 2000.
Belikov, V. V., Glotko, A. V., Belousova, I. V., and Zavadsky, A. S.:
Application of numerical hydrodynamic modelling for solving border water
objects in Siberia, Barnaul: Fundamental'nyye problemy vody i vodnykh
resursov [Barnaul: Basic Problems of Water and Water Resources], Water and
ecological problems of Siberia and Central Asia, 1, 7–15, 2012 (in
Russian).
Belikov, V. V., Krylenko, I. N., Alabyan, A. M., Sazonov, A. A., and Glotko, A. V.: Two-dimensional hydrodynamic flood modelling for populated valley areas of Russian rivers, Proc. IAHS, 370, 69–74, https://doi.org/10.5194/piahs-370-69-2015, 2015.
Bolgov, M. V., Alekseevski, N. I., Gartsman, B. I., Georgievski, V. Yu., Dugina,
I. O., Kim, B. I., Makhinov, A. N., and Shalygin, A. L.: The 2013 extreme flood
within the Amur basin: analysis of flood formation, assessments and
recommendations, Geogr. Nat. Resour., 36, 225–234, 2015.
Danilov-Danilyan, V. I., Gelfan, A. N., Motovilov, Y. G., and Kalugin, A. S.:
Disastrous flood of 2013 in the Amur basin: genesis, recurrence assessment,
simulation results, Water Resour., 41, 115–125, https://doi.org/10.1134/S0097807814020055, 2014.
Krylenko, I., Belikov, V., Fingert, E., Golovlyov, P., Glotko, A.,
Zavadskii, A., Samokhin, M., and Borovkov, S.: Analysis of the impact of
hydrotechnical construction on the Amur river near Blagoveshchensk and Heihe
cities using a two-dimensional hydrodynamic model, Water Resour., 45,
112–121, https://doi.org/10.1134/S0097807818050378, 2018.
Zaitsev, A. A., Belikov, V. V., and Militeev, A. N.: Using computer modeling for a
large river, Proc. Int. Symp. “Sediment Transfer through the Fluvial
System”, Moscow, IAHS Publ. 288, ISBN 1-901502-67-8,
386–394, 2–6 August 2004.
Short summary
Two-dimensional hydrodynamic STREAM_2D model have been applied to the confluence of Amur and Zeya rivers. Main flow characteristics and possible channel changes are considered during modeling for two scenarios – without dams near Big Heihe Island (1) and with four dams in the side channels around the island (2). Results of modeling demonstrate impact of dams construction on flow concentrating in the main channel, which can lead to increasing of flow velocities and subsequent erosion in main Amur
Two-dimensional hydrodynamic STREAM_2D model have been applied to the confluence of Amur and...