Simulation of the process of free spreading of a two-dimensional water flow behind pressure-free holes
Introduction. Construction of hydraulic structures must meet high reliability requirements applicable to water supply channels, free-flow pipes, and open spillways. Any analysis of hydraulic structures must take account of the dynamic properties of flows that the structures accommodate. The theory o...
Main Authors: | Victor N. Kokhanenko, Mariya S. Aleksandrova, Anatolij I. Kondratenko |
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Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2021-01-01
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Series: | Vestnik MGSU |
Subjects: | |
Online Access: | https://doi.org/10.22227/1997-0935.2021.1.67-74 |
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