Al-Ragum, A.: Numerical and experimental modeling of water wave interaction with rubble mound offshore porous breakwaters. Koley, S.: Wave transmission through multilayered porous breakwater under regular and irregular incident waves. Carratelli, E.P.: A CFD approach to rubble mound breakwater design. Reale, F.: A numerical method to analyze the interaction between sea waves and rubble mound emerged breakwaters. Chen, Y.: Incompressible SPH simulation of wave interaction with porous structure. Losada, I.J.: Three-dimensional interaction of waves and porous coastal structures using OpenFOAM®. Losada, I.J.: Realistic wave generation and active wave absorption for Navier-Stokes models: application to OpenFOAM®. Morris-Thomas, M.T.: Simulation of the dam break problem and impact flows using a Navier-Stokes solver. Sakakiyama, T.: Numerical modeling of wave interaction with porous structures. De Rouck, J.: Development of two-dimensional numerical wave flume for wave interaction with rubble mound breakwaters. Wen, J.: Nonlinear diffusive surface waves in porous media. Van Gent, M.R.: Numerical modelling of wave interaction with dynamically stable structures. Kobayashi, N.: Irregular wave reflection and runup on permeable slopes. Wurjanto, A.: Numerical model for waves on rough permeable slopes. J. Sulisz, W.: Wave reflection and transmission at permeable breakwaters of arbitrary cross-section. Cross, R.H.: Wave transmission through permeable breakwaters. Thus, layering on the breakwater and the correct use of the geometric shapes of the armour should be considered when designing such structures. Finally, the armour geometry and arrangement of armour layers on the breakwater with its different slopes affect the wave behaviour and interaction between the wave and breakwater. Further, a decrease in the breakwater slope reduced the intensity of turbulence depreciation. In addition, a decrease in the breakwater slope from 33 to 25° increased the wave breaking height by 6.1% on average. In addition, a decrease in the breakwater slope reduced the K r and K d by 3.4 and 1.25%, respectively. The rubble mound breakwater with the Coreloc armour layer could exhibit the lowest K r compared to other armour geometries. Based on the results, a decrease in wavelength reduced the K r and increased the K t and K d. Thus, three main design criteria, including the wave reflection coefficient ( K r), transmission coefficient ( K t), and depreciation wave energy coefficient ( K d), are discussed. This study focused on the effect of the geometric parameters of a sloped rubble mound breakwater, including the shape of the armour, method of its arrangement, and the breakwater slope. Assessing the interaction of waves and porous offshore structures such as rubble mound breakwaters plays a critical role in designing such structures optimally.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |