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Finding the optimum shape of the energy dissipator to minimize the impact force due to the dam break flow

  • Asrini Chrysanti (Graduate School of Water Resources Management, Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung) ;
  • Sangyoung Son (School of Civil, Environmental, and Architectural Engineering, Korea University)
  • Received : 2024.03.08
  • Accepted : 2024.05.30
  • Published : 2024.06.25

Abstract

The sudden release of water from a dam failure can trigger bores on a flat surface and exert substantial impact forces on structures. This flow poses a high-risk flood hazard to downstream urban areas, making it imperative to study its impact on structures and devise effective energy dissipators to mitigate its force. In this study, a combination of Genetic Algorithm optimization and numerical modeling is employed to identify the optimal energy dissipator. The analysis reveals that a round arc-shaped structure proves most effective, followed by a triangular shape. These shapes offer wide adaptability in terms of structure dimensions. Structures with higher elevation, especially those with round or triangular shapes, demonstrate superior energy dissipation capabilities. Conversely, square-shaped structures necessitate minimal height to minimize impact forces. The optimal width for dissipating energy is found to be 0.9 meters, allowing for effective wave run-up and propagation. Furthermore, the force exerted on structures increases with higher initial water levels, but diminishes with distance from the dam, highlighting the importance of placement in mitigating impact forces.

Keywords

Acknowledgement

The research described in this paper was financially supported by the research project (RS-2024-00356663) of Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education.

References

  1. Amini, A., Arya, A., Eghbalzadeh, A. and Javan, M. (2017), "Peak flood estimation under overtopping and piping conditions at Vahdat Dam, Kurdistan Iran", Arab J. Geosci., 10(6), 127. https://doi.org/10.1007/s12517-017-2854-y.
  2. Biscarini, C., Di Francesco, S. and Manciola, P. (2010), "CFD modelling approach for dam break flow studies", Hydrol. Earth Syst. Sci., 14(4), 705-718. https://doi.org/10.5194/hess-14-705-2010.
  3. Bruce E., Ross B., Corotis, John B. and Nicholas P.J. (1993), "Assessing cost of dam failure", J. Water Resour. Plann. Management, 119(1). https://doi.org/10.1061/(ASCE)0733-9496(1993)119:1(64).
  4. Callum Phin (2018), Dam-break impact on support of coastal structures. University of Dundee, School of Engineering, Physics and Mathematics, Department of Civil Engineering. 
  5. Chanson, H. (2006), "Tsunami surges on dry coastal plains: Application of dam break wave equations", Coast. Eng. J., 48(4), 355-370. https://doi.org/10.1142/S0578563406001477.
  6. Chrysanti, A., Song, Y. and Son, S. (2023), "Comparative study of laminar and turbulent models for three-dimensional simulation of dam-break flow interacting with multiarray block obstacles", J. Korea Water Resour. Assoc., 56(1), 1059-1069. https://doi.org/10.3741/JKWRA.2023.56.S-1.1059.
  7. Delestre, O., Lucas, C., Ksinant, P.A., Darboux, F., Laguerre, C., Vo, T.N.T., James, F. and Cordier, S. (2013), "SWASHES: A compilation of shallow water analytic solutions for hydraulic and environmental studies", Int. J. Numer. Meth. Fl., 72(3), 269-300. https://doi.org/10.1002/fld.3741.
  8. Hien, L.T.T. and Van Chien, N. (2021), "Investigate impact force of dam-break flow against structures by both 2D and 3D numerical simulations", Water, 13, 344. https://doi.org/10.3390/w13030344.
  9. Holland, J.H. (1975), Adaptation in natural and artificial systems, University of Michigan Press, Ann Arbor.
  10. Hu, H., Zhang, J., Li, T. and Yang, J.A. (2020), "Simplified mathematical model for the dam-breach hydrograph for three reservoir geometries following a sudden full dam break", Nat. Hazards, 102(3), 1515-1540. https://doi.org/10.1007/s11069-020-03979-w.
  11. Hwang, S. and Son, S. (2023), "An efficient HLL-based scheme for capturing contact-discontinuity in scalar transport by shallow water flow", Commun. Nonlinear Sci. Numer. Simul., 127, 107531. https://doi.org/10.1016/j.cnsns.2023.107531.
  12. Issakhov, A., Zhandaulet, Y. and Nogaeva, A. (2019), "Numerical investigation of the dam break flow for optimal form of the obstacle by VOF method", Proceedings of the AIP Conference, AIP Publishing.
  13. Jung, T. and Son, S. (2023), "A study on terminological definition of tsunami in Korean", J. Korea Water Resour. Assoc., 56(5), 363-371. https://doi.org/10.3741/JKWRA.2023.56.5.363.
  14. Kocaman, S., Guzel, H., Evangelista, S., Ozmen-Cagatay, H. and Viccione, G. (2020), "Experimental and numerical analysis of a dam-break flow through different contraction geometries of the channel", Water, 12(4), 1124. https://doi.org/10.3390/w12041124.
  15. Liu, L., Sun, J., Lin, B. and Lu, L. (2018), "Building performance in dam-break flow - an experimental study", Urban Water J., 15(3), 251-258. https://doi.org/10.1080/1573062X.2018.1433862.
  16. Noh, J. and Son, S. (2023), "Development of the sediment transport model using GPU arithmetic", J. Korea Water Resour. Assoc., 56(7), 431-438.
  17. Putri, P.I.D., Iskandar, R.F., Adityawan, M.B., Kardhana, H. and Indrawati, D. (2020), "2D shallow water model for dam break and column interactions", J. Civil Eng. Forum, 6(3), 237-246. https://doi.org/10.22146/jcef.54307.
  18. Saghi, H. and Lakzian, E. (2019), "Effects of using obstacles on the dam-break flow based on entropy generation analysis", Eur. Phys. J. Plus., 134(5), 237. https://doi.org/10.1140/epjp/i2019-12592-3.
  19. Soares-Frazao, S. and Zech, Y. (2008), "Dam-break flow through an idealised city", J. Hydraulic Res., 46(5), 648-658. https://doi.org/10.3826/jhr.2008.3164.
  20. Son, S. and Jung, T. (2022), "Statistical analysis of tsunamis from multiple faults sequential failure with different time intervals and geographical layouts", Ocean Eng., 250, 110720. https://doi.org/10.1016/j.oceaneng.2022.110720.
  21. Qian, X., Hwang, S. and Son, S. (2024), "A study on key determinants in enhancing storm surges along the coast: Interplay between tropical cyclone motion and coastal geometry", J. Geophys. Res. Oceans, 129(2), p.e2023JC020400, https://doi.org/10.1029/2023JC020400.