Investigation of Energy Dissipation for a Submerged Breakwater Using Computational Fluid Dynamic Model Flow-3D

Authors

  • Izzah Khairil Department of Civil Engineering, International Islamic University, Malaysia
  • Saerahany Ibrahim Department of Civil Engineering, International Islamic University, Malaysia
  • Izihan Ibrahim Department of Civil Engineering, International Islamic University, Malaysia
  • Ayishah Thaminah Hikmatullah Sahib Department of Marine Science, International Islamic University, Malaysia
  • Zahir Ramli Department of Marine Science, International Islamic University, Malaysia
  • Amarif Abimunya Marine Research Laboratory (MEAL), Universitas Padjadjaran, Indonesia

DOI:

https://doi.org/10.15282/construction.v5i2.12333

Keywords:

CFD, breakwater, Energy dissipation, Coastal, FLOW-3D

Abstract

The dynamic interaction between waves and coastal structures is an ongoing challenge, and the performance of submerged breakwaters is essential for coastal protection. As physical modeling is costly and complex, this study uses Computational Fluid Dynamics (CFD) to numerically investigate wave behaviour and energy dissipation over a submerged horizontal breakwater with a 0.5-meter head above its crest. The methodology employs the FLOW-3D software, solving the Reynolds-Averaged Navier-Stokes (RANS) equations coupled with the Volume of Fluid (VOF) method for free-surface tracking. The main findings confirm the model's capability to accurately simulate wave run-up and energy dissipation. This demonstrates the utility of FLOW-3D as a dependable, cost-effective alternative to physical experimentation for optimizing submerged breakwater designs and enhancing coastal stability.

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References

[1] F.A.H. Al-Towayti, H.M. Teh, Z. Ma, I.A. Jae, and A. Syamsir, “Hydrodynamic performance assessment of emerged and sub-merged semicircular breakwaters under random waves: An experimental and empirical study,” PLoS One, vol. 20, no. 2, p. e0313955, 2025.

[2] R. Afroz, “Experimental and numerical investigation on wave interaction with horizontal slotted submerged porous breakwater,” M.S. thesis, Dept. of Water Resources Engineering, Bangladesh University of Engineering and Technology (BUET), Dhaka, Bangladesh, 2015. [Online]. Available: https://www.researchgate.net/publication/278037324-_experimental_and_numerical_investigation_on_wave_interaction_with_horizontal_slotted_submerged_porous_breakwater. Accessed: Nov. 14, 2025.

[3] H.K. Johnson, “Wave modelling in the vicinity of submerged breakwaters,” Coastal Engineering, vol. 53, no. 1, pp. 39–48, 2006.

[4] C.Y. Li, R.S. Shih, and W.K. Weng, “Visualization investigation of energy dissipation induced by eddy currents for a solitary-like wave passing over submerged breakwater sets,” Journal of Marine Science and Engineering, vol. 8, no. 11, pp. 1–17, 2020.

[5] P. Wang, K. Fang, G. Wang, Z. Liu, and J. Sun, “Experimental and numerical study of the nonlinear evolution of regular waves over a permeable submerged breakwater,” Journal of Marine Science and Engineering, vol. 11, no. 8, p. 1610, 2023.

[6] M.A. Islam, M. Bashirul Islam, S. Ul Haque, and O. Abir, “Experimental investigation on the hydrodynamic performance of submerged porous triangular breakwater,” Journal of Engineering Science, vol. 16, no. 1, pp. 69–80, 2025.

[7] B. Halvorson and Z. Huang, “Study of effects of perforation layouts on wave energy dissipation caused by a submerged perforated breakwater in front of a vertical seawall,” Ocean Engineering, vol. 311, p. 119025, 2024.

[8] U.A.S.M. Alturfi and A. H. K. Shukur, “Investigation of energy dissipation for different breakwater based on computational fluid dynamic model,” CFD Letters, vol. 16, no. 1, pp. 22–42, 2024.

[9] X.Y. Wu, X. Liu, Y.K. Chen, and Y. Liu, “Wave energy evolution during Bragg resonance reflection of waves interaction with submerged semicircular breakwaters through the smoothed particle hydrodynamics,” Physics of Fluids, vol. 37, no. 2, p. 025209, 2025.

[10] Y. Cheng, Z. Lin, G. Hu, and X. Lyu, “Numerical simulation of the hydrodynamic characteristics of the porous I-type composite breakwater,” Journal of Marine Science and Application, vol. 21, no. 1, pp. 140–150, 2022.

[11] F. Dentale, G. Donnarumma, and E. P. Carratelli, “A new numerical approach to the study of the interaction between wave motion and rubble mound breakwaters,” technical paper, MEDUS–University of Salerno/CUGRI, Italy, 2014. [Online]. Available: https://www.flow3d.com/wp-content/uploads/2014/04/A-new-numerical-approach-to-the-study-of-the-interaction-between-wave-motion-and-roubble-mound-breakwaters.pdf

[12] S.T. Grilli, M.A. Losada, and F. Martin, “Characteristics of solitary wave breaking induced by breakwaters,” Journal of Waterway, Port, Coastal, and Ocean Engineering, vol. 120, no. 1, pp. 74-92, 1994.

[13] K. Kawasaki, “Numerical simulation of breaking and post-breaking wave deformation process around a submerged breakwater,” Coastal Engineering Journal, vol. 41, no. 3–4, pp. 201-223, 1999.

[14] C.I.N. Izzah, Y. Yunardi, M. Reza, N. Sylvia, N. Malahayati, F. Mulana et al., “Comparative assessment of turbulence models for predicting square cyclone separator performance,” Journal of Advanced Research in Fluid Mechanics and Thermal Sciences, vol. 127, no. 1, pp. 140–160, 2025.

[15] T. Vermande Paganel, E. Fabrice Alban, M. A. Cyrille, and C. V. Ngayihi Abbe, “CFD simulation of an industrial dust cyclone separator: A comparison with empirical models: The influence of the inlet velocity and the particle size on performance factors in situation of high concentration of particles,” Journal of Engineering, vol. 2024, no. 1, p. 5590437, 2024.

[16] M.A. Guevara-Luna and L.C. Belalcázar-Cerón, “NGL supersonic separator: Modeling, improvement, and validation and adjustment of k-epsilon RNG modified for swirl flow turbulence model,” Revista Facultad de Ingenieria, vol. 2017, no. 82, pp. 82–93, 2017.

[17] J. Zhang, Y. Song, Y. Xu, Y. Yang, and J. Wang, “Calibration of RNG k-ε model constants based on experimental data assimilation: A study on the flow characteristics of air-lifted plunger interstitial flow,” Applied Sciences (Switzerland), vol. 15, no. 8, p. 4515, 2025.

[18] C.G. Speziale and S. Thangam, “Analysis of an RNG based turbulence model for separated flows,” International Journal of Engineering Science, vol. 30, no. 10, p. 1379-IN4, 1992.

[19] Y. Tominaga, “Flow around a high-rise building using steady and unsteady RANS CFD: Effect of large-scale fluctuations on the velocity statistics,” Journal of Wind Engineering and Industrial Aerodynamics, vol. 142, pp. 93–103, 2015.

[20] L. Velásquez, A. Rubio-Clemente, and E. Chica, “Numerical and experimental analysis of vortex profiles in gravitational water vortex hydraulic turbines,” Energies (Basel), vol. 17, no. 14, p. 3543, 2024.

[21] E. Kriezi and T. Karambas, “Modelling wave deformation due to submerged breakwaters,” Proceedings of the Institution of Civil Engineers: Maritime Engineering, vol. 163, no. 1, pp. 19-29, 2010.

[22] D.J. Korteweg and G. de Vries, “On the change of form of long waves advancing in a rectangular canal, and on a new type of long stationary waves,” Philosophical Magazine, vol. 91, no. 6, pp. 1007–1028, 2011.

[23] N.A. Abd Rahim, K.N. Abdul Maulud, F.A. Mohd, L.H. Lee, and W.H.M. Wan Mohtar, “Evaluation of coastal hydrodynamic performance using statistical analysis at the Kelantan coast, Malaysia,” Malaysian Journal of Society and Space, vol. 17, no. 4, pp. 393-405, 2021.

[24] J. Shen, H. Wu, and Y. Zhang, “Subsidence estimation of breakwater built on loosely deposited sandy seabed foundation: Elastic model or elasto-plastic model,” International Journal of Naval Architecture and Ocean Engineering, vol. 9, no. 4, pp. 418-428, 2017.

[25] S.-W. Twu, C.-C. Liu, and W.-H. Hsu, “Wave damping characteristics of deeply submerged breakwaters,” Journal of Waterway, Port, Coastal, and Ocean Engineering, vol. 127, no. 2, pp. 97-105, 2001.

[26] K.K. Pillai, A. Etemad-Shahidi, and C. Lemckert, “Wave reflection from berm breakwaters,” Proceedings of the Coastal Engineering Conference, P. Lynett, Ed, no. 36v, no. 7, 2020.

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Published

2025-12-29

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Section

Articles

How to Cite

[1]
I. Khairil, S. Ibrahim, I. Ibrahim, A. T. H. Sahib, Z. Ramli, and A. Abimunya, “Investigation of Energy Dissipation for a Submerged Breakwater Using Computational Fluid Dynamic Model Flow-3D”, Constr., vol. 5, no. 2, pp. 287–295, Dec. 2025, doi: 10.15282/construction.v5i2.12333.

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