A Design Method for Double Slit-Wall Breakwaters

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A goal reflection coefficient is chosen to be K(sub r) = 0.4 and a design method for double slit-wall breakwaters with double slitted front walls, which has optimum dimension from a viewpoint of low wave reflection in wider frequency range, is proposed in the present study. The procedure of the design method is based on a numerical calculation with the Boundary Integral Method developed by the authors. In the procedure, important parameters affecting the goal reflection coefficient from the viewpoints of construction coasts are introduced explicitly.

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