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1 July 2016 Experimental and Numerical Investigation of the Hydrodynamic Characteristics of Submerged Breakwaters in Waves
Dezhi Ning, Lifen Chen, Ming Zhao, Bin Teng
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Abstract

Ning, D.; Chen, L.; Zhao, M., and Teng, B., 2016. Experimental and numerical investigation of the hydrodynamic characteristics of submerged breakwaters in waves.

The interactions between nonlinear, regular waves and submerged breakwaters with rectangular or trapezoidal cross-sections were investigated both experimentally and numerically in this article, with emphasis on the effect of the shape of the breakwater on its hydrodynamic behavior. A series of experiments was carried out and used to validate a numerical model based on a fully nonlinear, two-dimensional boundary-element method. Comparisons among the numerical results of both wave elevations and wave pressures on the structure and the measured data indicate that the present numerical model is very capable of accurately predicting the hydrodynamic characteristics of submerged breakwaters in waves. Furthermore, parametric studies were conducted to investigate the influence of the existence of the seaward and rearward slopes on the effectiveness of the breakwater in reflecting the wave energy.

Dezhi Ning, Lifen Chen, Ming Zhao, and Bin Teng "Experimental and Numerical Investigation of the Hydrodynamic Characteristics of Submerged Breakwaters in Waves," Journal of Coastal Research 32(4), 800-813, (1 July 2016). https://doi.org/10.2112/JCOASTRES-D-15-00091.1
Received: 20 May 2015; Accepted: 8 August 2015; Published: 1 July 2016
KEYWORDS
boundary element method
fully nonlinear
wave dynamics
Wave evolution
Wave profile
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