Numerical assessment of tsunami attack on a rubble mound breakwater using OpenFOAM® |
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| Institution: | 1. Middle East Technical University, Department of Civil Engineering, Ocean Engineering Research Center, K5-107, Cankaya, Ankara, Turkey;2. Middle East Technical University, Department of Civil Engineering, Ocean Engineering Research Center, K5-106, Cankaya, Ankara, Turkey;3. Chuo University Korakuen Campus, Faculty of Science and Engineering, Department of Civil and Environmental Engineering, Prof. Arikawa Lab 1-13-27, Kasuga, Bunkyo-Ku, Tokyo, Japan;4. Middle East Technical University, Department of Civil Engineering, Ocean Engineering Research Center, K5-105, Cankaya, Ankara, Turkey;1. Technical University of Bari, Department of Civil, Environmental, Building Engineering and Chemistry (DICATECh), Via E. Orabona, 4, 70125, Bari, Italy;2. University of L''Aquila, Department of Civil, Construction-Architectural and Environmental Engineering (DICEAA), Environmental and Maritime Hydraulic Laboratory (LIAM), P.le Pontieri, 1, 67040, Monteluco di Roio, L''Aquila, Italy;3. “Sapienza” University of Rome, Department of Civil, Building and Environmental Engineering (DICEA), Via Eudossiana, 18, 00184, Rome, Italy |
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| Abstract: | A numerical assessment study of tsunami attack on the rubble mound breakwater of Haydarpasa Port, located at the southern entrance of the Istanbul Bosphorus Strait in the Sea of Marmara, Turkey, is carried out in this study using a Volume-Averaged Reynolds-Averaged Navier-Stokes solver, IHFOAM, developed in OpenFOAM® environment. The numerical model is calibrated with and validated against the data from solitary wave and tsunami overflow experiments representing tsunami attack. Furthermore, attack of a potential tsunami near Haydarpasa Port is simulated to investigate effects of a more realistic tsunami that cannot be generated in a wave flume with the present state of the art technology. Discussions on practical engineering applications of this type of numerical modeling studies are given focusing on pressure distributions around the crown-wall of the rubble mound breakwater, and the forces acting on the single stone located behind the crown-wall at the rear side of the breakwater. Numerical modeling of stability/failure mechanism of the overall cross-section is studied throughout the paper.The present study shows that hydrodynamics along the wave flume and over the breakwater can be simulated properly for both solitary wave and tsunami overflow experiments. Stability of the overall cross-section can only be simulated qualitatively for solitary wave cases; on the other hand, the effect of the time elapsed during tsunami overflow cannot be reflected in the simulations using the present numerical tool. However, the stability of the overall cross-section under tsunami overflow is assessed by evaluating forces acting on the rear side armor unit supporting the crown-wall of the rubble mound breakwater as a practical engineering application in the present paper. Furthermore, two non-dimensional parameters are derived to discuss the stability of this armor unit; and thus, the stability condition of the overall cross-section. Approximate threshold values for these non-dimensional parameters are presented comparing experimental and numerical results as a starting point for engineers in practice. Finally, investigations on the solitary wave and tsunami overflow experiments/simulations are extended to the potential tsunami simulation in the scope of both representation of a realistic tsunami in a wave flume and stability of the rubble mound breakwater. |
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| Keywords: | Tsunami Solitary wave Tsunami overflow Potential tsunami Rubble mound breakwater Numerical modeling |
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