Experimental Investigation on Hydraulic Efficiency of Vertical Drop Equipped with Vertical Screens
Öz
Anahtar Kelimeler
Destekleyen Kurum
Kaynakça
- 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.
Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Mühendisliği
Bölüm
Araştırma Makalesi
Yazarlar
Sina Sadeghfam
Bu kişi benim
0000-0002-9018-547X
Iran
Vadoud Hasanniya
Bu kişi benim
0000-0002-8200-582X
Iran
John Abraham
Bu kişi benim
0000-0002-3818-8681
United States
Yayımlanma Tarihi
1 Eylül 2022
Gönderilme Tarihi
22 Haziran 2020
Kabul Tarihi
10 Mart 2021
Yayımlandığı Sayı
Yıl 2022 Cilt: 33 Sayı: 5
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https://doi.org/10.1007/s40996-025-02058-z