Chapter
Apr 26, 2012
A Design Method for Double Slit-Wall Breakwaters
Authors: Shohachi Kakuno, Gozo Tsujimoto, and Yoshihiro ShiozakiAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
A goal reflection coefficient is chosen to be KR=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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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Shohachi Kakuno
Prof., Depart. Civil Eng.: Department of Civil Eng., Osaka City University, 3-3-138, Sugimoto, Sumiyoshiku, Osaka 558-8585, Japan
Gozo Tsujimoto
Prof., Kobe City College of Technology, 8-3 Gakuen-Higashimachi, Nishiku, Kobe 651-2194, Japan
Yoshihiro Shiozaki
Civil & building Research Dept., Applied Technology Research Center, NKK Corporation, 1-1 Minamiwatarida-Cho, Kawasakiku, Kawasakishi, 210-0855, Japan
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