Hydraulic jump over an adverse slope controlled by different roughness elements
Author:
Publisher
Springer Science and Business Media LLC
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11269-022-03330-x.pdf
Reference37 articles.
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2. Ardiclioglu M, Mohamed Hadi AMW, Periku E, Kuriqi A (2022) Experimental and numerical investigation of bridge configuration effect on hydraulic regime. Int J Civil Eng. https://doi.org/10.1007/s40999-022-00715-2
3. Bahmanpouri F, Gualtieri C, Chanson H (2021) Flow patterns and free-surface dynamics in hydraulic jump on pebbled rough bed. Proc Inst Civil Eng Water Manag. https://doi.org/10.1680/jwama.20.00040 (in press)
4. Beirami M, Chamani MR (2010) Hydraulic jump in sloping channels: roller length and energy loss. Can J Civ Eng 37(4):535–543
5. Beirami M, Chamani MR (2006) Hydraulic jumps in sloping channels: sequent depth ratio. J Hydraul Eng 132(10):1061–1068
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