Araştırma Makalesi

Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures

Cilt: 9 Sayı: 1 28 Haziran 2025
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Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures

Öz

In dam failure applications, the dam break mechanism and the outflow hydrograph are among the most uncertain factors. Therefore, 2D hydraulic modeling and analyzing dam failure scenarios, aiming to reduce uncertainties related to different failure mechanisms by creating 11 distinct scenarios, are carried out. During the modeling process, the interactions between the dam structure and the downstream flow area were evaluated through two-dimensional analyses, incorporating various failure types such as "overtopping" and "piping." According to the analysis results, peak flow rates varied between 6,510.06 m³/s and 33,004.04 m³/s depending on the scenario, while the time to reach peak flow ranged from 18 to 91 minutes. It aims to provide a negative backpressure of the hydraulic behavior of dam failures, contributing to risk management and emergency planning while offering critical insights to enhance safety factors in dam design.

Anahtar Kelimeler

Kaynakça

  1. [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. [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. [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. [4] Aris, R., (1990). Vectors, Tensors, and the Basic Equations of Fluid Mechanics. Dover Publications, ISBN: 0486661105, 320 p.
  5. [5] Aydemir, A., Güven, A., (2017). Comparison of discharge estimation methods used in dam break models. HU Journal of Engineering, 1, 22–29.
  6. [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. [7] Basco, D.R., (1989). Limitations of de Saint Venant equations in dam break analysis. Journal of Hydraulic Engineering, 115(7), 950–965.
  8. [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

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

Kaynak Göster

APA
Marangoz, H. O., & Anılan, T. (2025). Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures. Turkish Journal of Hydraulic, 9(1), 33-41. https://izlik.org/JA73UJ65FS
AMA
1.Marangoz HO, Anılan T. Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures. THD / TJH. 2025;9(1):33-41. https://izlik.org/JA73UJ65FS
Chicago
Marangoz, Hasan Oğulcan, ve Tuğçe Anılan. 2025. “Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures”. Turkish Journal of Hydraulic 9 (1): 33-41. https://izlik.org/JA73UJ65FS.
EndNote
Marangoz HO, Anılan T (01 Haziran 2025) Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures. Turkish Journal of Hydraulic 9 1 33–41.
IEEE
[1]H. O. Marangoz ve T. Anılan, “Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures”, THD / TJH, c. 9, sy 1, ss. 33–41, Haz. 2025, [çevrimiçi]. Erişim adresi: https://izlik.org/JA73UJ65FS
ISNAD
Marangoz, Hasan Oğulcan - Anılan, Tuğçe. “Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures”. Turkish Journal of Hydraulic 9/1 (01 Haziran 2025): 33-41. https://izlik.org/JA73UJ65FS.
JAMA
1.Marangoz HO, Anılan T. Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures. THD / TJH. 2025;9:33–41.
MLA
Marangoz, Hasan Oğulcan, ve Tuğçe Anılan. “Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures”. Turkish Journal of Hydraulic, c. 9, sy 1, Haziran 2025, ss. 33-41, https://izlik.org/JA73UJ65FS.
Vancouver
1.Hasan Oğulcan Marangoz, Tuğçe Anılan. Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures. THD / TJH [Internet]. 01 Haziran 2025;9(1):33-41. Erişim adresi: https://izlik.org/JA73UJ65FS
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