![]() ![]() Floating breakwater response to waves action using a Boussinesq model coupled with a 2DV elliptic solver, Journal of Waterway, Port, Coastal, and Ocean Engineering, 130(5), 243–255. Koutandos E.V., Karambas T.V., and Koutitas C.G., 2004. Effect of under connected plates on the hydrodynamic efficiency of the floating breakwater, China Ocean Engineering, 28(3), 349–362. Improved hydrodynamic efficiency of pontoon-type floating breakwaters, Proceedings of XXXI International Conference IAHR, IAHR, Seoul, Korea, 4047–4056. Experimental study of a new type of floating breakwater, Ocean Engineering, 105, 295–303. Hydrodynamic performance of a rectangular floating breakwater with and without pneumatic chambers: An experimental study, Ocean Engineering, 51, 16–27. Army Coastal Engin-eering Research Center, Fort Belvoir, VA. Floating Breakwater: State-of-the-Art, Literature Preview, Technical Report No. Impervious rigid wave boards, Applied Ocean Research, 28(5), 327–338. Analysis of p shaped floating breakwater in oblique waves: I. The effects of reflection coefficient of the harbour sidewall on the performance of floating breakwaters, Ocean Engineering, 35(11–12), 1102–1112. A simplified analytical model for a floating breakwater in water of finite depth, Applied Ocean Research, 14(1), 33–41.Įlchahal G., Younes R. Experimental study on a new type floating breakwater, Proceedings of the 7th International Conference on Asian and Pacific Coasts, Hasanuddin University Press, Bali, Indonesia, Sep. Approximation to the hydrodynamics of floating pontoons under oblique waves, Ocean Engineering, 27(4), 365–384.Ĭheng L.H., Fen C.Y., Li Y.H. Hydraulic and numerical modeling of the performance of p-type floating breakwaters, Proceeding of the 10th International Conference on Coasts, Ports and Marine Structures (ICOPMAS), Tehran, Iran.Ībul-Azm A.G. Comparison of analytical methods of wave decomposition for evaluating reflection coefficient, Journal of Marine Engineering, 7(14), 105–116.Ībdolali A., Franco L., Bellotti G. ![]() Experimental data showed to be consistent with the results of the formula.Ībdolali A. A new formula was developed in order to predict the value of the transmission coefficient in trapezoidal FBs with the slope of 60°. Our experimental results indicated that the trapezoidal FB significantly reduced the wave transmission and mooring line force when compared with rectangular FBs. Also the influence of the sea state conditions (incident wave height and wave period) and structural parameters (draught of the structure) were investigated using the trapezoidal FB. A two-dimensional wave flume was used in the experiment the incident, transmitted waves, mooring line forces and motion responses of the floating breakwaters were measured. The functionalities of two simple FB geometries consist of a rectangle and a trapezoid with the slope of 60° were investigated under the wave attack. A comprehensive experimental study was carried out on the regular wave attenuation with a trapezoidal pontoontype floating breakwater (FB) in deep water.
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