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Numerical Study of the Dynamics and Structure of a Partial Dam-Break Flow Using the VOF Method

Author

Listed:
  • Alireza Khoshkonesh

    (Bu-Ali Sina University)

  • Blaise Nsom

    (Université de Bretagne Occidentale, IRDL/UBO UMR CNRS 6027)

  • Farhad Bahmanpouri

    (University of Naples Federico II (UNINA))

  • Fariba Ahmadi Dehrashid

    (Bu-Ali Sina University)

  • Atefeh Adeli

    (Shahid Chamran University of Ahvaz (SCU))

Abstract

This paper aims to evaluate the effects of the opening width of a dam site on the evolution of partial dam-break waves over a fixed dry bed. The volume of fluid (VOF) method was used to scrutinize the propagation of the dam-break free surface. The model was validated using experimental data provided in the literature. At the same time, a sensitivity analysis was conducted on the size of the mesh cells and the turbulence model. However, the large eddy simulation (LES) method showed the highest accuracy among all the models. The results affirmed the crucial role of the opening width of the dam site in the flow characteristics. In this direction, diminishing the opening width results in a reduction of the wave-front travel distance, free surface gradient within the reservoir, outflow discharge values, damping the outflow hydrographs and decreasing the Froude number values at the dam site. Conversely, this leads to an increase in the air bubbles entrained within the wave and results in energy dissipation across the downstream channel.

Suggested Citation

  • Alireza Khoshkonesh & Blaise Nsom & Farhad Bahmanpouri & Fariba Ahmadi Dehrashid & Atefeh Adeli, 2021. "Numerical Study of the Dynamics and Structure of a Partial Dam-Break Flow Using the VOF Method," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 35(5), pages 1513-1528, March.
    • Handle: RePEc:spr:waterr:v:35:y:2021:i:5:d:10.1007_s11269-021-02799-2
    DOI: 10.1007/s11269-021-02799-2
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    References listed on IDEAS

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    1. Ruirui Sun & Xiaoling Wang & Zhengyin Zhou & Xuefei Ao & Xiaopei Sun & Mingrui Song, 2014. "Study of the comprehensive risk analysis of dam-break flooding based on the numerical simulation of flood routing. Part I: model development," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 73(3), pages 1547-1568, September.
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    4. Khil-Ha Lee, 2019. "Simulation of Dam-Breach Outflow Hydrographs Using Water Level Variations," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 33(11), pages 3781-3797, September.
    5. Ismail Haltas & Sebnem Elçi & Gokmen Tayfur, 2016. "Numerical Simulation of Flood Wave Propagation in Two-Dimensions in Densely Populated Urban Areas due to Dam Break," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 30(15), pages 5699-5721, December.
    6. George Tsakiris & Mike Spiliotis, 2013. "Dam- Breach Hydrograph Modelling: An Innovative Semi- Analytical Approach," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 27(6), pages 1751-1762, April.
    7. Alibek Issakhov & Yeldos Zhandaulet, 2020. "Numerical Study of Dam Break Waves on Movable Beds for Complex Terrain by Volume of Fluid Method," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 34(2), pages 463-480, January.
    8. Alibek Issakhov & Yeldos Zhandaulet, 2020. "Numerical Simulation of Dam Break Waves on Movable Beds for Various Forms of the Obstacle by VOF Method," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 34(8), pages 2269-2289, June.
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    Cited by:

    1. Ling Peng & Ting Zhang & Jianzhu Li & Ping Feng, 2023. "Three-Dimensional Numerical Study of Dam-Break Flood Impacting Problem with VOF Method and Different Turbulence Closures," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 37(10), pages 3875-3895, August.
    2. Alireza Khoshkonesh & Seyed Hossein Sadeghi & Saeed Gohari & Somayyeh Karimpour & Shahin Oodi & Silvia Francesco, 2023. "Study of Dam-Break Flow Over a Vegetated Channel With and Without a Drop," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 37(5), pages 2107-2123, March.
    3. Javad Ahadiyan & Farhad Bahmanpouri & Atefeh Adeli & Carlo Gualtieri & Alireza Khoshkonesh, 2022. "Riprap Effect on Hydraulic Fracturing Process of Cohesive and Non-cohesive Protective Levees," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 36(2), pages 625-639, January.

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