WAVE PRESSURES ON SLIT-TYPE BREAKWATERS

Proceedings of the International Conference on Coastal Engineering

Shoshichiro Nagai¹  Shohachi Kakuno² 

[1] Harbor and Coastal Engineering Laboratory, Osaka City University;Osaka City University

关键词: wave pressure;    breakwater design;    slit breakwater;   

DOI  :  10.9753/icce.v16.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

For severe storm waves with periods of 7.0 sec to 14.0 sec and heights of 6.3 m to 9.0 m, it was proved that the resultants of the maximum simultaneous pressures exerted by breaking waves on the slit-type breakwaters with the optimum relative chamber width of 1/L = 0.05 to 0.07 were in most cases less than 70 per cent of those exerted on the conventional composite-type breakwaters.

【 授权许可】

Unknown