CLOSELY SPACED PILE BREAKWATER AS A PROTECTION STRUCTURE AGAINST BEACH EROSION

Proceedings of the International Conference on Coastal Engineering

Masujiro Shirai²  Taizo Hayashi¹  Masataro Hattori¹ 

[1] Department of Civil Engineering Chuo University;Taisei Construction Company

关键词: breakwater design;    pile breakwater;    beach erosion;   

DOI  :  10.9753/icce.v11.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

The theory for the transmission and reflection of the waves at the closely spaced pile breakwater has been developed by the use of shallow water wave theory of small amplitude. Experiment on the hydraulic characteristics of the breakwater has been performed in a two dimensional wave flume. The agreement between the theory and the experiment is pretty good with respect to the coefficients of transmission and reflection of waves, and also to the shoreward velocity of the jet discharged from a space between any two adjacent piles. Experiment was also made on the local scouring at the foot of the clocely spaced pile breakwater. The maximrai scouring depth at the foot of the breakwater relates closely to the ratio of the velocity of the jet to the mean fall velocity of bed material. The relation between the maximum scouring depth and the power of the jet is discussed.

【 授权许可】

Unknown