期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering
EFFECTS OF ENERGY LOSS NEAR BED SURFACE ON WAVE-INDUCED PORE PRESSURE IN SAND LAYER
Yoshi-Hiko Maeno1 
[1] Dept. of Civil Engng., Maizuru College of Technology
关键词: sand layer;    pore pressure;    wave pressure;    bed surface;    energy loss;    wave energy;   
DOI  :  10.9753/icce.v21.%p
学科分类:建筑学
来源: Coastal Engineering Research Council
PDF
【 摘 要 】

The effects of energy loss near the interface between the water and the sand bed on the wave-induced pore pressure are investigated by laboratory experiments. The interface between them includes the complicated factors: (1) roughness of seabed surface such as ripples; (2) boundary layer thickness in the sediment; (3) concentration of suspended sediments. These factors have been studied with respect to dimensionless parameters (e.g. Reynolds number, sediment Reynolds number, the ratio of orbital diameter to sand grain diameter, and Shields number), since many experimental formulas including these parameters have been proposed for predicting the geometry of roughness and the concentration of suspended sediments. The parameters described above are examined in relation to the damping characteristics of the wave-induced pore pressures. The transmissivity of pressure is constant until a critical value of the dimensionless parameters, and then decreases with increasing parameters. The critical values indicate the bed regime boundary of flat bed to ripple bed. Examinations of waveinduced pore pressure make it possible to predict the bed regime boundary.

【 授权许可】

Unknown   

【 预 览 】
附件列表
Files Size Format View
RO201912020440170ZK.pdf 237KB PDF download
  文献评价指标  
  下载次数:9次 浏览次数:8次