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Experimental investigation on hydrodynamic effectiveness of a water ballast type floating breakwater

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TLDR
In this article, a new type of water ballast floating breakwater is proposed, which consists of a double floating box and a vertical plate, which uses several wave attenuation mechanisms.
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This article is published in Ocean Engineering.The article was published on 2018-11-01. It has received 15 citations till now. The article focuses on the topics: Ballast & Breakwater.

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Numerical studies of submerged moored box-type floating breakwaters with different shapes of cross-sections using SPH

TL;DR: In this article, the wave-attenuation performances and hydrodynamics of moored box-type floating breakwaters with the same weight, same wall thickness, and six different cross-sections, i.e. circular, triangle-down, triangle up, rectangular, trapezoid-down and trapezoidal-up, are investigated numerically using the smoothed particle hydrodynamic (SPH) method.
Journal ArticleDOI

Numerical investigations and optimizations of typical submerged box-type floating breakwaters using SPH

TL;DR: In this article, four typical box-type floating breakwaters, i.e., dual rectangular breakwater, single rectangular breakwor, dual circular breakwoor, and single circular breakwater are selected to do extensive investigations using SPH.
Journal ArticleDOI

Experimental study on the dynamic response of a water ballast type floating breakwater

TL;DR: In this article, a series of physical model tests have been carried out to get insights into the dynamic response characteristics quantitatively of the floating breakwater, and tension of the mooring lines.
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Experimental study on hydrodynamic characteristics of a new type floating breakwater with opening pass and wing structure

TL;DR: In this paper , a new type of floating breakwater with an opening pass is proposed to attenuate long-period waves better, and a series of experiments, including a traditional dual-box FB and five new type FB models with different outlet radii, were carried out to investigate and compare the hydrodynamic performance.
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Experimental investigation on the wave-attenuating performance and shape optimization of water ballast type floating breakwater

TL;DR: In this paper , two different connection modes (catenary type and tensely type) of water ballast Box-type FB is experimentally investigated, and the results show that when compared with tensely Type, the mooring force of catenary type is significantly reduced while maintaining similar wave-attenuating performance, indicating its suitability for engineering.
References
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Journal ArticleDOI

Estimation of incident and reflected waves in random wave experiments

TL;DR: In this article, a technique to resolve the incident and reflected waves from the records of composite waves is presented, which is applicable to both regular and irregular trains of waves and is effective in the range outside the condition of the gauge spacing being even integer of half wavelength.
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An experimental study of a floating breakwater with asymmetric pneumatic chambers for wave energy extraction

TL;DR: In this article, a configuration of floating breakwater with asymmetric pneumatic chambers was proposed to increase the amplitude of the oscillating air-pressures inside both chambers over a wide range of wave frequency (thus to improve the performance in wave energy extraction).
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Floating Breakwater Design

TL;DR: In this paper, the various types of breakwaters are classified into four general categories: Box, Pontoon, Mat, and Tethered Float, and the advantages and disadvantages of these three types are discussed.
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Radiation and scattering of water waves by rigid bodies

TL;DR: Schwinger's variational formulation is applied to the radiation of surface waves due to small oscillation of bodies in this paper, where the wave forces on a stationary body due to a plane incident wave are found using only far-field properties.
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Mooring forces and motion responses of pontoon-type floating breakwaters

TL;DR: In this article, a two-dimensional finite element model is adopted to study the behavior of pontoon-type floating breakwaters in beam waves, and the stiffness coefficients of the slack mooring lines are idealized as the linear stiffness coefficients, which can be derived from the basic catenary equations of the cable.
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