Scour around pile in combined waves and current

被引:223
作者
Sumer, BM [1 ]
Fredsoe, J [1 ]
机构
[1] Tech Univ Denmark, Dept Hydrodynam & Water Resources ISVA, DK-2800 Lyngby, Denmark
关键词
D O I
10.1061/(ASCE)0733-9429(2001)127:5(403)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of an experimental study on scour around a pile subject to combined waves and current. Irregular waves were used in the experiments, which were carried out both for codirectional waves and for waves propagating perpendicular to the current. The measured scour depth is plotted as a function of U-cw = U-c/(U-c + U-m) for various values of the Keulegan-Carpenter number KC in which U-c is the undisturbed current velocity and U-m is the maximum value of the undisturbed orbital velocity at the sea bottom. In the experiments, KC ranges from 5 to about 30 and U-cw from 0 to 1. The results show that the scour depth increases with increasing current component of the flow. The scour depth attains its steady-current value for U-cw > 0.7.
引用
收藏
页码:403 / 411
页数:9
相关论文
共 36 条
[31]   The horseshoe vortex and vortex shedding around a vertical wall-mounted cylinder exposed to waves [J].
Sumer, BM ;
Christiansen, N ;
Fredsoe, J .
JOURNAL OF FLUID MECHANICS, 1997, 332 :41-70
[32]   SCOUR AROUND VERTICAL PILE IN WAVES [J].
SUMER, BM ;
FREDSOE, J ;
CHRISTIANSEN, N .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1992, 118 (01) :15-31
[33]   SCOUR BELOW PIPELINES IN WAVES [J].
SUMER, BM ;
FREDSOE, J .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1990, 116 (03) :307-323
[34]  
SUTHERLAND J, 1998, TR64 HR
[35]  
WANG RK, 1983, 269 CEO TEX U DEP CI
[36]  
ZYSERMAN J, 1988, 68 TU DENM I HYDR HY, P15