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Experimental study is conducted in vertical 2-D wave basin to investigate the wave dissipation performance of floating breakwater under the influence of water level change. Two types of floating structure are tested; one is rectangular body and the other is double barrier floating breakwater (DBFB) which has vertical barriers on both sides of rectangular body. Fixed and heaving cases are examined to reveal the characteristics of reflection and transmission coefficient. From these results, it is found that fixed type breakwater is severely influenced from water level and DBFB shows high performance constantly

Experimental Study on Performance of Floating Breakwater under the Influence of Water Level Change