Abstract
This work is focused on numerical simulation of the interaction of a solitary surface wave with a submerged rectangular breakwater in the constant depth model basin using the non-hydrostatic hydrodynamic model SWASH (Simulating WAves till SHore). The features of the transformation of a wave passing over an obstacle with the width and height changes of the breakwater were investigated. Based on numerical experiments, the transformation coefficients for the soliton and the zone of its attenuation area behind a breakwater were calculated. The localization of the region of maximum attenuation of the wave passing beyond the breakwater is determined. The analysis of the spatial structure features of free-surface fluctuations caused by the interaction of a soliton with a breakwater is carried out. The depth-averaged orbital fluid velocities are calculated and the dependence of their values and directions on the geometric parameters of the underwater obstacle is determined.
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References
Alekseev DV, Fomin VV, Ivancha EV, Kharitonova LV, Cherkesov LV (2012) Mathematical modeling of wind waves in the Sevastopol Bay. Mar Hydrophysical J 1:75–84
Kononkova GE, Pokazeev KV (1985) Dynamics of sea waves. Moscow State University Publishing House, Moscow, p 298
Korzinin DV (2017) Transformation of waves over a submerged bar according to the data of physical and mathematical modeling. Ecol Saf Coast Shelf Zones Sea. 4:14–21
Kotelnikova AS, Nikishov VI, Srebnyuk SM (2018) Experimental study of the interaction of a solitary surface wave with an underwater step. Hydrodyn Acoust 1(1):42–52
Kotelnikova AS, Nikishov VI, Srebnyuk SM (2012) Interaction of surface solitary waves with underwater obstacles. Reports of the NAS of Ukraine 7:54–59
Lamb H (1945) Hydrodynamics. Dover, New York, p 760
Lin P (2004) A numerical study of solitary wave interaction with rectangular obstacles. Coast Eng 51:35–51
Mikhailichenko SY, Ivancha EV (2017) Numerical modeling of the interaction of surface gravity waves with a single breakwater. Environ Saf Coast Shelf Zones Sea 4:22–29
Pelinovsky EN (1996) Tsunami wave hydrodynamics. N. Novgorod: IAP RAS, p 276
Repetin LN, Belokopytov VN, Lipchenko MM (2003) Winds and waves in the coastal zone of the southwestern part of Crimea. Environ Saf Coast Shelf Zones Integr Use Shelf Resour 9:13–28
SWASH User Manual (2012). The SWASH team. Delft University of Technology, Netherlands 1(10A), p 91
Udovik VF, Mikhailichenko SY, Goryachkin YN (2016) On a possible way to solve the problem of protecting the shores of the reserve “Chersonesus Tauric”. Mar Hydrophysical J 2:27–37
Wang J, He G, You R, Liu P (2018) Numerical study on interaction of a solitary wave with the submerged obstacle. Ocean Eng 158:1–14
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Mikhailichenko, S.Y., Ivancha, E.V., Belokon, A.Y. (2022). Numerical Simulation of a Single Wave Interaction with Submerged Breakwater in a Model Basin. In: Chaplina, T. (eds) Processes in GeoMedia—Volume IV. Springer Geology. Springer, Cham. https://doi.org/10.1007/978-3-030-76328-2_17
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DOI: https://doi.org/10.1007/978-3-030-76328-2_17
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