2- M.Sc. Student of Civil Engineering — Water Resources Management and Engineering, Dept. of Civil Engineering, University of Mohaghegh Ardabili, Ardabil, Iran.

3- M.Sc. Student of Civil Engineering — Water and Hydraulic Structures Engineering, Dept. of Civil Engineering, University of Mohaghegh Ardabili, Ardabil, Iran.

Type of Study: Research |
Subject:
Special

Received: 2021/06/2 | Revised: 2021/07/27 | Accepted: 2021/08/10 | ePublished ahead of print: 2021/08/19

Received: 2021/06/2 | Revised: 2021/07/27 | Accepted: 2021/08/10 | ePublished ahead of print: 2021/08/19

1. Issakhov A, Zhandaulet Y, Nogaeva A (2018) Numerical simulation of dam break flow for various forms of the obstacle by VOF method. Int. J. Multiph. Flow 109. [DOI:10.1016/j.ijmultiphaseflow.2018.08.003]

2. Issakhov A, Imanberdiyeva M (2019) Numerical simulation of the movement of water surface of dam break flow by VOF methods for various obstacles. Int. J. Heat Mass Transf. 136:1030-1051. [DOI:10.1016/j.ijheatmasstransfer.2019.03.034]

3. Soares-Frazão S, Zech Y (2002) Dam break in channels with 90° bend. J. Hydraul. Eng. 128(11):956-968. [DOI:10.1061/(ASCE)0733-9429(2002)128:11(956)]

4. Soares-Frazão S (2007) Experiments of dam-break wave over a triangular bottom sill. J. Hydraul. Res. 45:19-26. [DOI:10.1080/00221686.2007.9521829]

5. Soares-Frazão S, Zech Y (2007) Experimental study of dam-break flow against an isolated obstacle. J. Hydraul. Res. 45:27-36. [DOI:10.1080/00221686.2007.9521830]

6. Ozmen-Cagatay H, Kocaman S (2011) Dam-Break flow in the presence of obstacle: Experiment and CFD simulation. Eng. Appl. Comput. Fluid Mech. 5(4):541-552. [DOI:10.1080/19942060.2011.11015393]

7. Feizi Khankandi A, Tahershamsi A, Soares-Frazão S (2012) Experimental investigation of reservoir geometry effect on dam-break flow. J. Hydraul. Res. 50(4):376-387. [DOI:10.1080/00221686.2012.690974]

8. Aureli F, Dazzi S, Maranzoni A, Mignosa P, Vacondio R (2015) Experimental and numerical evaluation of the force due to the impact of a dam-break wave on a structure. Adv. Water Resour. 76:29-42. [DOI:10.1016/j.advwatres.2014.11.009]

9. Costabile P, Macchione F, Natale L, Petaccia G (2015) Comparison of scenarios with and without bridges and analysis of backwater effect in 1-D and 2-D river flood modeling. Comput. Model. Eng. Sci. 109-110(2):81-103.

10. Hooshyaripor F, Tahershamsi A (2015) Effect of reservoir side slopes on dam-break flood waves. J. Eng. Appl. Comput. Fluid Mech. 9(1):458-468. [DOI:10.1080/19942060.2015.1039630]

11. Javadian M, Kaveh R, Mahmoodinasab F (2016) A Study on Experimental Model of Dam Break Problem and Comparison Experimental Results with Analytical Solution of Saint-Venant Equations. Int. J. Adv. Biotechnol. Res. 7:1239-1245.

12. Jian W, Liang D, Shao S, Chen R, Yang K (2016) Smoothed particle hydrodynamics simulations of Dam-Break flows around movable structures. Int. J. Offshore Polar Eng. 26(1). [DOI:10.17736/ijope.2016.ak08]

13. Moradi Mofrad B, Barnjani S, Safari A (2017) Modeling of Turbulent Flow Due to the Dam Break against Trapezoidal Barrier. J. Civ. Eng. Mater. Appl. 1(1). [DOI:10.15412/J.JCEMA.12010104]

14. Yilmaz A, Dal K, Demirci M, Kocaman S (2017) Numerical Investigation of Dam-Break Flow over a Bottom Obstacle Using Eulerian Finite Element Method. Int. J. Adv. Eng. Res. Sci 4(12):203-208. [DOI:10.22161/ijaers.4.12.30]

15. Amini A, Arya A, Eghbalzadeh A, Javan M (2017) Peak flood estimation under overtopping and piping conditions at Vahdat Dam, Kurdistan Iran. Arabian Journal of Geosciences, 10(6). [DOI:10.1007/s12517-017-2854-y]

16. Azimi H, Heydari M, Shabanlou S (2018) Numerical simulation of the effects of downstream obstacles on malpasset dam break pattern. J. Appl. Res. Water Wastewater 10:441-446.

17. Feizi A (2018) Hydrodynamic Study of the Flows Caused by Dam Break around Downstream Obstacles. Open Civ. Eng. J. 12:225-238. [DOI:10.2174/1874149501812010225]

18. Saghi H, Lakzian E (2019) Effects of using obstacles on the dam-break flow based on entropy generation analysis. Eur. Phys. J. Plus 134(5):134-237. [DOI:10.1140/epjp/i2019-12592-3]

19. Wang B, Zhang J, Chen Y, Peng Y, Liu X, Liu W (2019) Comparison of measured dam-break flood waves in triangular and rectangular channels. J. Hydrol. 575:690-703. [DOI:10.1016/j.jhydrol.2019.05.081]

20. Monteiro LR., Lucchese LV, Schettini C EB (2019) Comparison between hydrostatic and total pressure simulations of dam-break flows. Journal of Hydraulic Research, 58(5): 725-737. [DOI:10.1080/00221686.2019.1671509]

21. Kocaman S, Güzel H, Evangelista S, Ozmen-Cagatay H, Viccione G (2020) Experimental and Numerical Analysis of a Dam-Break Flow through Different Contraction Geometries of the Channel. J. Water 12(4). [DOI:10.3390/w12041124]

22. Najar M, GÜL A (2022) Investigating the Influence of Dam-Breach Parameters on Dam-Break Connected Flood Hydrograph. Teknik Dergi. 796334. [DOI:10.18400/tekderg.796334]

23. Toro, E.F. (2000). Shock Capturing Methods for Free Flows. John Wiley and Sons.

24. FLOW-3D User's Manual (2011) Version 10.0. Flow Science, Inc.

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