OpenFoam-Based Numerical Modeling of Overland Flow in Indealized Constructed Environment: Laboratory Validation
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Abstract
This study employed the OpenFOAM framework coupled with the olaFlow solver to simulate wave-driven overland flows in an idealized coastal community, with a particular focus on the validation of the numerical model as the first preliminary research study. A series of large-scale 1:16 laboratory experiments in a three-dimensional wave basin, conducted under a wide range of water levels, wave conditions, and structural configurations, including a seawall (SW) and a submerged breakwater (SB), served as the benchmark for validation. Model performance was assessed by comparing time series of offshore and onshore free-surface elevations, horizontal velocities, and hydrodynamic loads (forces and pressures) on building arrays in an idealized constructed environment. Furthermore, the validation results exhibited a strong agreement between measured and simulated hydrodynamic and loading variables, with normalized root-mean-square errors (NRMS) less than 15.32% and an index of agreement (IA) up to 0.95. These findings establish that the olaFlow solver can reliably reproduce time series of hydrodynamic parameters, providing a robust foundation for subsequent evaluation of coastal flooding mitigation strategies.
Keywords
Laboratory, openFOAM, overland flow, coastal communities, mitigation structures
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References
[2] NOAA and NHC, “Costliest US tropical cyclones tables updated,” NOAA Technical Memorandum NWS NHC-6 3, 2018.
[3] C. D. Eamon, P. Fitzpatrick, and D. D Truax, “Observations of structural damage caused by Hurricane Katrina on the Mississippi Gulf Coast,” Journal of Performance of Constructed Facilities, vol. 21, no.2 , pp. 117–127, 2017.
[4] N. Goseberg and T. Schlurmann, “Non-Stationary flow around buildings during run-up of tsunami waves on a plain beach”, Proceedings of the Coastal Engineering Conference, 2014.
[5] C. Bremm et al., “Long wave flow interaction with a single square structure on a sloping beach,” Journal of Marine Science and Engineering, vol.2, no.3, pp. 821–844, 2015.
[6] G. Arabi et al., “A numerical and experimental study of local hydrodynamics due to interactions between a solitary wave and an impervious structure,” Coastal Engineering, 147, pp. 43–62, 2019.
[7] D. Cox et al., “Tsunami inundation with macro- roughness in the constructed environment,” Proceedings of 31st International Conference on Coastal Engineering, World Scientific, ASCE, pp. 1421–1432, 2009.
[8] J. P. Moris, A. B. Kennedy, and J. J. Westerink, “Tsunami wave run-up load reduction inside a building array,” Coastal Engineering, vol. 169, pp. 103910, 2021.
[9] H. Ishii et al., “Experimental and numerical investigation on tsunami run-up flow around coastal buildings,” Coastal Engineering Journal, vol. 63, no.4, pp. 485–503, 2021.
[10] H. Dang et al., “Physical model comparison of gray and green mitigation alternatives for flooding and wave force reduction in an idealized urban coastal environment,” Coastal Engineering, vol. 184, pp. 104339, 2023.
[11] S. Thomas and D. Cox, “Influence of finite–length seawalls for tsunami loading on coastal structures,” Journal of waterway, port, coastal, and ocean engineering, vol. 138, no.3, pp. 203–214, 2012.
[12] Z. Xu et al., “Mitigation of tsunami bore impact on a vertical wall behind a barrier,” Coastal Engineering, vol. 164, pp. 103833, 2021.
[13] V. K. Pham, “Determination of the width of submerged vertical porous breakwaters adapting solitary wave transmission efficient using numerical model and quadratic regression expression,” Transport and Communications Science Journal, vol. 75, pp. 1463–1476, 2024.
[14] V. K. Pham, “Selection of cross sections for solitary wave transmission efficient for submerged vertical porous breakwater using Flow-3D,” Journal of Marine Science and Technology, vol. 73, pp. 47–51, 2023.
[15] H. Dang et al., “Numerical modeling and assessment of flood mitigation structures in idealized coastal communities: OpenFOAM simulations for hydrodynamics and pressures on the buildings,” Ocean Engineering, vol. 307, pp. 118147, 2024.
[16] P, Higuera, I. Losada, and J. L. Lara, “Three-dimensional numerical wave generation with moving boundaries,” Coastal Engineering, vol. 101, pp. 35–47, 2015.
[17] K. Fang et al., “Experiment and RANS modeling of solitary wave impact on a vertical wall mounted on a reef flat,” Ocean Engineering, vol. 244, pp. 110384, 2022.