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1 July 2017 A Numerical Study of a Submerged Horizontal Heaving Plate as a Breakwater
Chunrong Liu, Zhenhua Huang, Weipeng Chen
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Abstract

Liu, C.; Huang, Z., and Chen, W., 2017. A numerical study of a submerged horizontal heaving plate as a breakwater.

Using a nonlinear numerical wave tank (NWT) based on potential flow, a submerged horizontal plate heaving in regular waves was simulated, and its performance as a breakwater was examined. The NWT is based on a Mixed Eulerian-Lagrangian formulation and a de-singularized boundary integral equation method. The viscous effect on the motion of the plate is estimated by a linear damping coefficient, and the natural frequency of the heaving plate is controlled by the system stiffness. Compared with a fixed submerged horizontal plate, our results showed that the heaving motion of the plate with a critical stiffness could reduce the wave-transmission coefficient to almost zero and effectively suppress the free and locked waves on the leeside of the plate. The new type of breakwater can be an ideal alternative for small marinas and recreational harbors.

©Coastal Education and Research Foundation, Inc. 2017
Chunrong Liu, Zhenhua Huang, and Weipeng Chen "A Numerical Study of a Submerged Horizontal Heaving Plate as a Breakwater," Journal of Coastal Research 33(4), 917-930, (1 July 2017). https://doi.org/10.2112/JCOASTRES-D-16-00152.1
Received: 17 August 2016; Accepted: 30 September 2016; Published: 1 July 2017
KEYWORDS
free waves
locked waves
Numerical wave tank
shore protection
wave scattering
Wave transmission
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