Wave-induced scour at cylindrical piles: Estimating equilibrium scour depth in a transition zone

被引：0

作者：

Webb, Bret M. ^{[1
]}

Matthews, Miyuki T. ^{[2
]}

机构：

[1] Department of Civil Engineering, University of South Alabama, 150 Jaguar Drive, SH 3121, Mobile,AL,36688-0002, United States

[2] Payne Pipeline Services, 7320 Hitt Road, Mobile,AL,36695, United States

来源：

Transportation Research Record | 2014年 / 2436卷

关键词：

Bridge piers - Laboratories - Offshore structures - Scour - Sediment transport;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The dynamics of wave-induced scour at the base of vertical piles are not well defined for some realistic combinations of wave-induced flow and pile diameter. Scour development at marine structures depends strongly on the Keulcgan-Carpenter (KC) number, a ratio of flow to structure length scale. Observations and descriptions of scour development in the range 1

引用

页码：148 / 155