Experimental Investigation on Hydraulic Efficiency of Vertical Drop Equipped with Vertical Screens
Abstract
Keywords
Supporting Institution
References
- Rajaratnam, N., Hurtig, K., Screen-type energy dissipator for hydraulic structures. Journal of Hydraulic Engineering, Vol 126, No (4), 310-312. 2000.
- Rouse, H., Discharge characteristics of the free overfall: Use of crest section as a control provides easy means of measuring discharge. Civil Engineering, Vol 6, No (4), 257-260. 1936.
- Blaisdell, F., Hydraulics of rectangular vertical drop structures. Journal of Hydraulic Research, Vol 17, No (4), 289-302. 1980.
- Rajaratnam, N., Chamani, M.R., Energy loss at drops. Journal of Hydraulic Research, Vol 33, No (3), 373-384. 1995.
- Moore, W.L. Energy loss at the base of a free overfall. in Proceedings of the American Society of Civil Engineers. ASCE, 1943.
- Rand, W. Flow geometry at straight drop spillways. in Proceedings of the American Society of Civil Engineers. ASCE, 1955.
- Chamani, M.R., Beirami, M., Flow characteristics at drops. journal of Hydraulic Engineering, Vol 128, No (8), 788-791. 2002.
- Chamani, M.R., Rajaratnam, N., Beirami, M., Turbulent jet energy dissipation at vertical drops. Journal of Hydraulic Engineering, Vol 134, No (10), 1532-1535. 2008.
Details
Primary Language
English
Subjects
Civil Engineering
Journal Section
Research Article
Authors
Sina Sadeghfam
This is me
0000-0002-9018-547X
Iran
Vadoud Hasanniya
This is me
0000-0002-8200-582X
Iran
John Abraham
This is me
0000-0002-3818-8681
United States
Publication Date
September 1, 2022
Submission Date
June 22, 2020
Acceptance Date
March 10, 2021
Published in Issue
Year 2022 Volume: 33 Number: 5
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