A Design Method for Double Slit-Wall Breakwaters
説明
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.
収録刊行物
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- Coastal Structures 2003
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Coastal Structures 2003 295-304, 2004-09-28
American Society of Civil Engineers (ASCE)