Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures
Öz
Anahtar Kelimeler
Kaynakça
- [1] Abay, O., Baykan, N., (2015). Reasons for dam failures throughout history. Proceedings of the 4th Water Structures Symposium, 19–21 November, Ankara, pp. 157–166.
- [2] Altinakar, M.S., Riffai, M.A., Bergman, N., Bradford, S.F., (2011). Earthen embankment breaching. Journal of Hydraulic Engineering, 137(12), 1549–1564.
- [3] Arcement, G.J., Schneider, V.R., (1989). Manning’s roughness coefficients for natural channels and floodplains. U.S. Geological Survey Water-Supply Paper, 2339.
- [4] Aris, R., (1990). Vectors, Tensors, and the Basic Equations of Fluid Mechanics. Dover Publications, ISBN: 0486661105, 320 p.
- [5] Aydemir, A., Güven, A., (2017). Comparison of discharge estimation methods used in dam break models. HU Journal of Engineering, 1, 22–29.
- [6] Azeez, O., Elfeki, A., Kamis, A.S., Chaabani, A., (2020). Dam break analysis and flood disaster simulation in arid urban environment: the Um Al‑Khair Dam case study, Jeddah, Saudi Arabia. Natural Hazards, 100, 995–1011.
- [7] Basco, D.R., (1989). Limitations of de Saint Venant equations in dam break analysis. Journal of Hydraulic Engineering, 115(7), 950–965.
- [8] Bayazıt, M., Önöz, B., (2008). Flood and Drought Hydrology. Nobel Academic Publishing, 1st Edition, ISBN: 6053951421, 259 p. [In Turkish]
Ayrıntılar
Birincil Dil
İngilizce
Konular
Akışkan Mekaniği ve Termal Mühendislik (Diğer)
Bölüm
Araştırma Makalesi
Yazarlar
Tuğçe Anılan
0000-0001-9571-4695
Türkiye
Erken Görünüm Tarihi
20 Haziran 2025
Yayımlanma Tarihi
28 Haziran 2025
Gönderilme Tarihi
5 Mayıs 2025
Kabul Tarihi
18 Haziran 2025
Yayımlandığı Sayı
Yıl 2025 Cilt: 9 Sayı: 1
