Longitudinal Change in Flow Structures and Energy Loss of Free Jumps and Submerged Jumps of Flows over an Embankment-type Weir
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-1533-2.pdf
Reference24 articles.
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2. Gumus V, Simsek O, Soydan NG, Akoz MS, Kirkgoz MS (2016) Numerical modeling of submerged hydraulic jump from a sluice gate. Journal of Irrigation and Drainage Engineering 142(1):04015037, DOI: https://doi.org/10.1061/(ASCE)IR.1943-4774.0000948
3. Hager WH (1992) Energy dissipators and hydraulic jump. Water science of technology library, Volume 8, Kluwer, Dordrecht, Netherlands, 67–75, DOI: https://doi.org/10.1007/978-94-015-8048-9
4. Harada S, Li SS (2018) Modelling hydraulic jump using the bubbly two-phase flow method. Environmental Fluid Mechanics 18:335–356, DOI: https://doi.org/10.1007/s10652-017-9549-5
5. Hirt CW, Nichols BD (1981) Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics 39(1):201–225, DOI: https://doi.org/10.1016/0021-9991(81)90145-5
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