Reflection and damping of linear water waves by a multi-porosity vertical porous structure placed on a step-type raised seabed
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Ocean Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40868-021-00101-y.pdf
Reference37 articles.
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2. P.G. Chamberlain, D. Porter, The modified mild-slope equation. J. Fluid Mech. 291, 393–407 (1995). https://doi.org/10.1017/S0022112095002758
3. A. Chanda, S.N. Bora, Effect of a porous sea-bed on water wave scattering by two thin vertical submerged porous plates. Eur. J. Mech. B 84, 250–261 (2020). https://doi.org/10.1016/j.euromechflu.2020.06.009
4. S. Das, S.N. Bora, Damping of oblique ocean waves by a vertical porous structure placed on a multi-step bottom. J. Mar. Sci. Appl. 13(4), 362–376 (2014). https://doi.org/10.1007/s11804-014-1281-7
5. S. Das, S.N. Bora, Reflection of oblique ocean water waves by a vertical porous structure placed on a multi-step impermeable bottom. Appl. Ocean Res. 47, 373–385 (2014). https://doi.org/10.1016/j.apor.2014.07.001
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1. Oblique wave trapping by periodic array of two-layer pile rock breakwaters placed on uneven seabed;Coastal Engineering Journal;2024-01-09
2. Analysis of Wave Force and Run-Up Acting on an Impermeable Vertical Circular Cylinder Surrounded by Multiple Thick Porous Layers;Journal of Offshore Mechanics and Arctic Engineering;2023-10-19
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